Solid Timber Manual

Transcription

Solid Timber Manual

www.senft-partner.at
MASSIF. INNOVATIVE. CERTIFICATED.
SOLID TIMBER MANUAL
"It is time to rediscover the substance of wood
on a broad basis. Building with this healthy
material unveils new horizons in every
respect. The integration of our technology and
a new aesthetic reference are the biggest
opportunities for future timber use."
Josef Lackner, Architect, 1979
© by binderholz & British Gypsum Saint Gobain.
1. Edition, September 2010.
The information contained herein reflects the latest developments and was compiled for your perusal to the best of
our ability and knowledge. Changes due to improvements to
applications and products remain reserved as we continuously endeavour to offer you the best possible solutions.
Please make sure you have the latest edition of this information at your disposal. Print errors cannot be excluded.
This publication is intended for trained professionals.
Illustrations of work steps are not intended for use as processing instructions unless explicitly identified as such.
Please also note that our business relations are based exclusively on the currently valid version of our General Terms and
Conditions of Sale, Delivery and Payment (GTCs). You can
obtain a copy of our GTCs on request or via the Internet at
www.binderholz-bausysteme.com and www.rigips.com.
We look forward to a fruitful cooperation and wish you every
success with our system solutions.
HOTLINES:
Binderholz Bausysteme GmbH
Technical Enquiries British Gypsum
Tel.: +43 (0)6245 70500-556
Tel. +44 (0)844 800 1991
www.binderholz-bausysteme.com
www.british-gypsum.com
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CONTENT
CONTENT
TWO PARTNERS - ONE VISION: binderholz - British Gypsum
Benefits of timber construction
Durable, of lasting value and stable
Building with system
Environmental protection
1.1.
Sustainability
1.2.
CO2 – Timber construction is active climate protection
1.3.
Recycling
1.4.
Processing of the resource of wood
Building physics
2.1.
Fire protection
2.2.
Noise insulation
2.3.
Thermal insulation
2.4.
Living environment/healthy living
Construction
3.1.
External wall
3.2.
Internal wall/Partition wall
3.3.
Roof
3.4.
Ceiling
Appendix
4.1.
European construction materials directive
4.2.
Building regulations
4.3.
Standards
4.4.
Test certificates and approvals
4.5.
Sources
Other
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BRITISH GYPSUM AND BINDERHOLZ
TWO PARTNERS - ONE VISION
To create attractive living space and to
Every building is a symbiosis of different materials. A particular combination is the combination of cross laminated
construct attractive and functional buildings,
timber BBS and dry-lining systems. The advantages of the
one material strengthen those of the other. Sustainability,
that is the vision which connects
the careful use of resources and energy-efficient operation
of the buildings play a special role in these considerations, In
the binderholz building system
order to achieve this aim the companies combine their
know-how, their development potential and their consulting
and British Gypsum Saint Gobain.
expertise.
binderholz - system solutions in solid wood
B I N DER HOLZ – I DEAS HAVE FR EE R EIGN
In the 1950s Franz Binder senior turned his passion for wood
into a career. This passion continues now in the third genera-
In the timber industry the name BINDER is synonymous with
traditional awareness and reliability, combined with high-tech
and innovation. 50 years ago still a small sawmill operation,
today binderholz is one of the leading European companies,
equipped with the most modern technology and manufacturing
methods and enjoying a corresponding reputation in the market.
Around 1,150 people are employed at five locations in Austria
and one in Bavaria. The products manufactured at these locations
are exported all over the world.
tion of the family, with vision, innovation and great dedication
of all employees. binderholz produces sophisticated solutions
in solid wood at six locations. The responsible use of the wonderful resource and the environment guarantees high quality
solid wood products and biofuels. binderholz provides for the
right raw material. The resource and energy-efficient processing ensures an ecological, cost-conscious and individual end
product. The energy and environmentally-oriented solutions
let wood be used with a clear conscience.
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Solid wood and gypsum boards are ideal building materials in modern
architecture. They draw on natural resources, are flexible, sustainable,
and solve the promise of contemporary space formation in an outstanding manner.
interest groups and business partners in their daily work.
This includes the special commitment to timber construction. As a founding member of BAU.GENIAL, British Gypsum
has supported the stronger promotion of sustainable wood
construction in Austria for many years.
binderholz cross laminated timber BBS
binderholz cross laminated timber BBS is multi-layered and
completely and solidly made from wood. A modern construction material, a solid prefabricated component of wood,
heat insulating and can bear heavy loadings at the same
time, safe in fire and with good noise insulation, can be built
quickly without water and has a positive influence on the
well-being of people. The jointless surfaces and the crosslaminated form design, guarantee stability and well-defined
building physics, fire and mechanical properties. BBS can be
universally used confidently as an integrated system with
great flexibility and can be easily combined with other materials. The surfaces can be left natural or colour-treated, clad
BRITISH GYPSUM - the leader among dry-lining
systems
or are visible in various wood species.
Dry lining systems
British Gypsum is an independent company of the SaintGobain Group, a leading manufacturer of gypsum products.
Dry lining systems with plasterboard and gypsum fibreboard
Since the formation of the company in 1971 British Gypsum
have established themselves in the field of architecture both
has played a key role in the development of dry lining
in private and in public buildings for several reasons. Dry
systems in Austria. The company operates two open pit
lining systems are standardised, easy to install and yet allow
mines: one in Puchberg at Schneeberg, where powder pro-
the realisation of spaces of sophisticated design. Because of
ducts are manufactured, and one at Grundlsee in
the
their composition gypsum products are suitable for solving
Styrian Salzkammergut. This gypsum is processed in
Bad
fire-technical, acoustic and noise insulation problems and can
Aussee in one of the most modern plasterboard plants in
be used as a durable element in damp rooms. British Gypsum
Europe. With its Customer Service and numerous innovati-
boards are recommended from the building biology aspect
ons British Gypsum supports designers and building owners,
and contribute to a comfortable room climate.
B R ITISH GYPSUM - A LEADER I N GYPSUM AN D DRY L I N I NG SYSTEMS
Since being founded in 1971 British Gypsum has built up an excellent reputation in the building materials industry. The newly built
board factory in Bad Aussee, which was commissioned in 1992, is still one of the absolute top plasterboard factories in Europe. Of the
production of more than 20 Million m2 gypsum board about 60 % is exported. British Gypsum has more than a quarter of a century of
experience in the production of gypsum board. The fact that the natural resources are protected to a maximum is a matter of course.
The strict rules we have imposed on ourselves go far beyond the legally required levels. Whilst the output of the factory in Bad Aussee
has doubled in the last ten years, the pollutant emissions have minimised to zero point and energy consumption has been reduced by
more than 30 %.
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BENEFITS OF TIMBER CONSTRUCTION
International surveys acknowledge that
timber construction has a great future.
While the ecological component has
constituted the decisive factor until recently,
solid economic arguments play an
increasingly important role now.
Projects like the reconstruction of the earthquake region
around L'Aquila, Italy, provide impressive evidence of the
efficiency of the solid wood system construction. Of all construction materials, wood features the best relation between weight and load-bearing capacity. Timber construction is therefore most suitable to realize buildings on particularly difficult terrain, e.g. on a mountain ridge in Zillertal
in Tyrol, likewise roof systems from houses in central Vienna
which were build in the 19th century. Wood is the material
that is selected most often when it is a matter of passive
COST EFFIC I ENCY
houses and houses with low energy consumption. And for
good reasons, according to the experts - wood succeeds in
complying with structural-physical requirements to the
greatest possible degree. Many opt for wood because of its
atmospheric characteristics: the agreeable surface temperature, its capacity to balance temperature and moisture
peaks. Likewise, wood - like plaster - exercises a positive
influence on the well-being of people and thus on their
health - which also constitutes an economic factor.
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Since the tare weight of wood constructions is lower, the expenditure for the substructure and foundations is reduced. The high
degree of prefabrication makes processes at the construction site
easier and ensures a standardized and verifiable quality.
Construction site facilities can be kept on a smaller scale, the
expenditure in terms of logistics is lower. The dry construction
method shortens construction times substantially, thus making an
earlier use possible, which in turn reduces financing times.
The diversity of timber construction also lives from the material mix
and the design potential. In many cases, the natural construction material of wood is deliberately made visible as a statement for state-ofthe-art, eco-friendly and energy-efficient building.
PR EFAB R ICATION
Timber construction elements are prefabricated to the greatest
possible extent, a fact that brings advantages in terms of quality
and deadlines. A constant air humidity and temperature prevail in
the production halls. The assembly operators work in good conditions; the constructions are protected against effects of the weather. The work of subsequent trades like the electrical and sanitary installations is prepared, so that the construction is carried
forward at the construction site both speedily and in a coordinated way.
CO 2 N EUTRAL
Wood is a renewable raw material that has a great influence on
our climate. Trees convert CO2 and water into oxygen during their
growth. Wood used as a construction material, for derived timber
products and for furniture serves as a secure CO2 repository for
many years to come. Each cubic meter of wood that replaces
other building materials reduces CO2 emissions to the atmosphere by an average of 1.1 tons.
TIME SAVI NG
SU BSTAI NAB I LITY
Sustainability rests on three pillars: an economic one, an ecological one and a societal one. All three have to harmonize with one
another if we really want to speak of sustainability. Building with
wood complies with all three requirements. Building with wood
makes economic sense. Both earnings and jobs stay put in the
region. Building with wood is ecological, because wood is a renewable raw material. And building with wood is valuable for society, because buildings in timber are optimized in terms of energy
and therefore affordable on a long-term basis.
Time saving through timber construction with binderholz BBS
cross-laminated timber in conjunction with British Gypsum dry
construction systems can be very substantial for the construction
of large-volume buildings. The high degree of prefabrication
shortens construction times considerably. Load-bearing wall elements just have to be shifted and connected to one another.
Drying times for brickwork or floor pavement are dispensed with
when British Gypsum dry construction systems are deployed.
Owing to their comparatively low weight, these prefabricated
timber elements can be dimensioned on a very large scale. Since
installations are laid in the hollow space between the plaster
board system and the timber element, there is no need for subsequent chiseling and plastering.
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DURABLE, OF LASTING VALUE AND STABLE
In relation to its tare weight, wood bears
14 times as much as steel; its compression
strength equals that of reinforced concrete.
Durability and stability of value
A long tradition in craftsmanship and industry as well as
targeted research created the experience in deployment of
the right product in a suitable way for diverse applications.
Austrian institutions and companies are global leaders in
the production and development of timber and derived timber products as well as in state-of-the-art manufacturing
and processing technologies. In modern timber construction, all companies that manufacture complete wall or ceiling elements are subject to both in-house and external
monitoring. In addition, many companies are voluntary
members of performance and quality associations. The quality of the derived timber products is ensured through defined standards and approvals. If wood is used correctly (constructive wood preservation), it is extremely durable.
Stability and lightness
Wood is characterized by a very high static quality. Multistorey buildings in timber and wide span structures constitute the ideal areas of application. The reason for the high
degree of stability lies in the microstructure of wood, which
is responsible for high load capacity at a low tare weight. So
wood is a light construction material with excellent technical qualities. Notwithstanding its low weight, wood provides
a high degree of tensile strength and compression strength
and is resistant against the effects of weather when deployed correctly.
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BUILDING WITH SYSTEM
Solid safety
Timber building systems with BBS and British Gypsum dry
Ü-MAR K AWAR DED
lining systems meet all physical requirements of the standards
for load-bearing walls, ceilings and roofs. They are tested to the
European Technical Approval (ETA), carry the CE mark and
therefore may be marketed in Europe. These products are monitored by third parties at regular intervals, and the systems are
further optimised. For this reason BBS elements are safe and
durable building products for a wide range of uses.
Combined with gypsum board
The Materials Testing Institute of Stuttgart
University, MPA, confirmed with its certificate
dated 10. 10. 2006 the general construction
supervisory approval of BBS. Since then the
company may display the Ü-mark for its building products.
Load-bearing walls and ceilings, especially in public buildings
and multi-storey residential buildings must fulfil special
requirements, such as for fire safety. The RIGIDUR H gypsum
fibreboard is the only gypsum fibreboard with the fire protection classification A1, i.e., "non-combustible" in acc. with EN
LIC ENC ED TH ROUGHOUT
EU ROPE
13501. It meets all the requirements for cladding of interior
and exterior components. Because of these properties BBS is
often combined with British Gypsum board. British Gypsum
boards as a product without formaldehyde contamination
from binders meet the highest demands of building biological
In 2006 BBS elements obtained the
European Technical Licence ETA06/0009.
criteria. The Institute for Building Biology in Rosenheim has
rated the RIGIDUR H gypsum fibreboard as a "building material tested and recommended by IBR".
In 2008 ETA 08/0147 attested the
British Gypsum gypsum fibreboard
RIGIDUR H as being fire class A1.
E CO LO GY
FI R E R ESISTANC E TESTI NG
N O I S E I N S U L ATI O N
The Austrian Institute of Building
Biology and Ecology (IBO) and the
Institute for Building Biology Rosenheim
(IBR) regularly examine and assess
British Gypsum products, rate them as
harmless and certify them as recommended construction material.
IIBS - the Institute for Fire Protection
and Safety Research has tested BBS
systems for load bearing and non-load
bearing building components also in
combination with British Gypsum
systems and classified their
functionality and safety.
All acoustic tests were carried out by
the ift Acoustics Centre in Rosenheim.
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Solid timber manual
ENVIRONMENTAL PROTECTION
HOTLINES:
Tel.: +43 (0)6245 70500-556
Tel. +44 (0)844 800 1991
2
CONTENT
CONTENT
1.1.
Sustainability
1.2.
1.3.
Recycling
1.4.
Building physics
2.1.
Fire protection
2.2.
Noise insulation
2.3.
Thermal insulation
2.4.
Construction
3.1.
External wall
3.2.
3.3.
Roof
3.4.
Ceiling
Appendix
4.1.
4.2.
4.3.
Standards
4.4.
4.5.
Sources
Other
3
1. ENVIRONMENTAL PROTECTION
For binderholz and British Gypsum, environmental protec-
forest as an eco-system can fulfill these multifarious func-
tion and environmental compatibility mean sustainable,
tions optimally only if its development is supported sustai-
ecological responsibility in relation to human beings and
nably and when human interventions in the forest comply
nature alike. That’s why products and production processes
with its natural development stages. Austrian forestry has
are systematically guided by and continually developed
been following this sustainable path for many years in a
further according to ecological criteria. Construction with
groundbreaking way and with great success. Building with
wood makes sense in every way. In our part of the world,
local timber means investing in a healthy forest and thus in
wood is available as a natural and sustainable raw material
an intact environment. No resources are wasted, and raw
practically everywhere.
materials are secured for future generations.
The Kyoto Treaty
1.1. Sustainability
Internationally legally binding targets for the reduction of
greenhouse gas emissions were determined for the first time
While growing, the forest absorbs carbon dioxide (CO2),
at the climate protection conference in Kyoto (Japan) in 1997.
which is harmful to the climate, and thus makes an essential
In addition, the Kyoto Treaty codified the consideration of
contribution to climate protection. When one builds with
forests as carbon sinks and the option for the trading of emis-
wood, the carbon dioxide stays absorbed on a long-term
sions. The process of the determination of the many detailed
basis and does not pollute the atmosphere. Beyond that,
stipulations was concluded at the 7th member states’ confe-
very little energy is required for the production of timber and
rence in Marrakesh in 2001. 177 countries have joined or
derived timber products. Since wood and derived timber
ratified the Treaty or at least have consented to it since then.
products can be well-nigh completely reused, no large
Building with wood constitutes an essential component for
amounts of waste are created that might have to be stored
achieving the targets.
at a waste dump. That also respects our environment.
For more information on the Kyoto Treaty, see: www.unfccc.de
The Austrian forest
The Austrian forest has absorbed approx. 800 million tons of
Forest area, percent by territory
carbon (C). That is 40 times the amount of greenhouse gases
produced in the country in a year. The more wood, the bigger
the reservoir of carbon. The forest in Austria grows on 4 million hectares, equaling 47 % of the country’s total area.
Around one billion solid cubic meters (1 solid cubic meter
equals around 1m3) of standing wood are available for use in
our forests. In this regard, Austria is among the leading countries in Europe; with regard to the standing wood per hectare of forest area, it even has the leading position in comparison to the main European producers and markets. About 31
EU:25 34%
Hungary 19%
France 30%
Germany 31%
Italy 32%
Slovakia 41%
balanced climate. Beyond that, the forest provides a living
Austria 47%
water, generates fresh air; it produces oxygen and thus a
Sweden 68%
location for wood as a raw material and makes for clean
Finland 75%
that are presently harvested. The forest is the production
Czech republic 33%
million cubic meters grow again per year. Only two-thirds of
space for numerous plants and animals. The forest is an
important water reservoir and produces high-quality drinking water through the filtering effect of the forest soil. The
forest filters dust and pollutants from the air and rain and
protects against erosion, flood waters and avalanches. The
4
47 % of the total area of Austria is covered by forest (4 million hectares), corresponding to 1.095 billion solid cubic meters of standing
wood. In this regard, Austria is one of the leading countries in Europe;
with regard to the standing wood per hectare of forest area, it is even
the leader compared with the main European producers and markets.
PEFC certification
EXAMPLES
All binderholz products are PEFC
certified. PEFC is the proof that
products come from forests that
have been cultivated sustainably; it aims at the conservation of
forests. This goal is to be achieved through the promotion and
support of sustainable cultivati-
PEFC 06 - 35 - 20
on. Strict criteria to which the cultivation of the forests is
aligned in conjunction with in-house monitoring as well as
an annual external on-site monitoring by an independent
certifier serve the purpose of complying with the goals and
❙ One cubic meter of forest is growing again in Austria every
second. This means that, in theory, a new timber house could be
constructed with the renewed material every 40 seconds. That
would be 2.160 houses a day and 788.400 houses a year, without
the existing forest being harvested.
❙ A 100-year-old Norway spruce tree, 30 m high, possesses half a
million green needles. The surface of the needles corresponds to
that of two football fields. With it, well-nigh 20 kilograms of CO2
are processed every day. So the forest plays an essential role in the
oxygen cycle. It absorbs carbon and reduces pollution by carbondioxide greenhouse gases.
guidelines.
Cable car belonging to the plaster board plant in Bad Aussee
TRANSPORT BY CABLE CAR
818 flights
Figure: 818 flights
15 kilometers of road lie between the mining works in
NEW YORK
PARIS
Grundlsee and the plaster board plant in Bad Aussee. The
cable railway saves the environment 22.800 truck drives
covering this distance and hence over 234 tons of CO2 emissions annually, more carbon dioxide than is emitted on 818
flights from New York to Paris.
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1.2. CO2 – Timber construction is active climate
protection
Oxygen
Carbon dioxide
Each cubic meter of wood has absorbed around 900 kg of CO2!
The usage of wood as a sustainable raw material reduces the
increase of CO2 in the atmosphere and hence works against
Water
6 CO2
6 H2O
Solar energy
6 O3
C2H2O2
Raw material
wood
Stored energy
the greenhouse effect. Trees absorb carbon dioxide and store
it as biogenic carbon over a long period of time. Each tree
trunk that has been used makes room for new trees and
increases the carbon reservoir in the wood. Without the utilization of wood, e.g. in a forest that is not exploited, the
With the aid of solar energy, high-energy organic compounds are synthesized from low-energy, inorganic substances, mainly carbon dioxide
and water during photosynthesis. In addition, oxygen is produced,
which is vital for all living organisms.
carbon that is stored will be emitted unused into the
atmosphere as CO2 through the decay of the trees.
that the tree has as a tree or as a building material. Only with
combustion or the natural decay of the wood is the carbon emitted into the atmosphere again. Thus not only the forests but
also buildings, furniture or even toys made of wood are carbon
repositories and contribute to the reduction of the CO2 content
in the atmosphere. No matter in what way a tree is used, the
carbon remains absorbed in it for the entire life span of the product. Thus the increased deployment of the CO2 neutral raw
material of wood as a building and construction material plays
a decisive role in the global reduction of CO2 emissions, which is
so urgently needed, and thus makes an essential contribution to
climate protection.
Building with timber makes sense in every way. In our part of
the world, it is available everywhere and constitutes a raw
EXAMPLES
material that is natural and sustainable, of which more is
growing again than is harvested.
Photosynthesis enables the CO2 absorption
During photosynthesis, the tree absorbs CO2 from the air,
plus water and nutrients from the ground, while it grows
and builds the organic material wood from these components. In the process, the low-energy carbon dioxide molecule
is broken down into a high-energy carbon atom and a highenergy oxygen atom with the aid of light. The oxygen (O) is
emitted into the surroundings, whereas the carbon (C) serves for the organic growth of the tree and will be absorbed
for the rest of its life span.
Carbon sink
As already mentioned above, trees absorb huge amounts of
carbon dioxide while they grow. In times of rising CO2 emissions,
forests that are maintained and kept in balance by controlled
forestry, as they can be found all over Europe, constitute a vital
factor for the reduction of CO2 emissions. Thus they contribute
to a good and sustainable future. One could say that the carbon
is the scaffolding for the organic development of the tree (body
of wood); it will remain absorbed during the entire “life cycle”
6
❙ A total of 800 million tons of carbon are stored in the Austrian
forest alone. That’s 40 times the amount of greenhouse gases
that Austria produces in a year. The greater the amount of wood,
the larger the reservoir of carbon.
❙ If only 10 % of all houses in Europe were built with timber, carbon
emissions would be reduced by no less than 1,8 million tons
(around 2 % of the all carbon emissions).
❙ The devastating earthquake in L'Aquila (Italy) made 70.000 people homeless. The reconstruction was to be carried out using a
top-quality and earthquake-proof construction method. binderholz BBS came off as the winner of the international bidding process. binderholz delivered a total of 11.000 cubic meters of BBS
cross-laminated timber and created 29.600 square meters of
living space with it. 52 cubic meters of wood grow again in the
Austrian forest every minute. So it took only 3,5 hours for the
wood that was delivered to L'Aquila to have grown again sustainably. These 11.000 cubic meters of BBS store 9.900 tons of CO2
on a long-term basis.
❙ Each cubic meter of wood that replaces other construction materials reduces CO2 emissions into the atmosphere by an average of
1,1 tons. If you add that to the 0.9 tons of CO2 that are stored in
the wood, one cubic meter stores a total of almost 2 tons of CO2.
That equals the amount of what 1.000 Europeans or 5.000 cars
emit in a year.
IN COMPARISON, THE CO2 EMISSIONS, MAINLY FROM
PHASE 2 – USE
FOSSIL SOURCES
During the time of use, energy consumption, maintenance
Driving a car for 1 year
Flight: Munich – New York – Munich
Electricity consumption 3-person household
(4100 kWh/year)
Oil heating (2.000 liters/year)
1,5 tons CO2
1,5 tons CO2
2,5 tons CO2
and repairs play a essential role. Timber houses stand on the
highest possible level in terms of heat insulation. Wood
naturally contains air-filled cells by dint of which it conducts
heat and cold much less than other construction materials.
5,6 tons CO2
Source: Bauen mit Holz = aktiver Klimaschutz, Holzforschung
Munich
In winter, the cold cannot penetrate; in summer, the heat
stays outside. Even as a standard construction, timber
houses attain effortlessly the consumption values demanded by law. With sufficient insulation layers, passive construction and 3-liter construction can be easily realized for a
timber house. The low remaining energy demand makes
possible a heating facility that is correspondingly small
CO2 balance across the life cycle of a building made of timber
dimensioned. According to ÖNORM B 2320, correctly built
timber houses have an expected useful life of at least 100
PHASE 1 – PRODUCTION CHAIN: FROM THE TREE TO THE
years.
PRODUCT
During the entire production, including harvesting of the
trees, manufacturing and processing of the products
(sawing, surface processing, assembly and so on), as well as
the transport to the construction site and assemblage there,
the energy expenditure (the so-called “gray energy”) is far
Photo: GriffnerHausAG
lower than with other building methods.
ENERGY DEMAND FOR THE PRODUCTION OF VARIOUS CONSTRUCTION MATERIALS (kW/m3)
Wood
Concrete
Steel
435
1740
2000
juwi (a company active in the sector of renewable energy) has been
awarded several prizes for its mission statement and building concept;
the prizes included the German Climate Protection Award of the
German Environmental Aid and the Clean Tech Media Award.
Photovoltaic modules on the roof and the facades generate clean solar
electricity on a surface totaling 3.150 square meters. Owing to its oneof-a-kind energy balance, the building is considered the most energyefficient office building in the world.
PHASE 3 – RECYCLING
Each piece of built-in timber has absorbed CO2 as carbon,
preventing it from getting into the atmosphere until the
wood will be made use of when it is converted into thermal
energy in a last recycling step. A timber house that has been
demolished after having concluded its useful life does not
leave a heap of unusable rubble, it leaves usable wood.
Individual construction components or elements can be
used again. The remaining wood will be used for the generation of energy. During combustion, only the amount of CO2
will be released that has been absorbed in the wood. The
natural carbon cycle is concluded.
Ecological, social, economical
The benefits of an energy-saving construction method are
crystal clear. On the one hand, the environment and climate
Production facility
at binderholz: cutting the tree trunks.
are protected; on the other, you can save money during the
time of use. So, in general, you can differentiate between
two kinds of energy-saving in construction. Firstly, in the
7
field of constructing a building - from the raw material to
Federal states and municipalities alike have been advancing
the “gray energy” needed for the production and transport
the renovation of buildings in terms of heat insulation for
of construction materials to the construction method, plan-
many years. Structural improvements are considered an
ning, required space and thus to the sealed surface area
effective means for the reduction of CO2 emissions. Well
that a house requires. Secondly, during the time of using
insulated solid wood construction components that can be
and maintaining a building, i. e. heating and cooling
mounted on site in a very short time span present an intri-
demands, electricity demand, maintenance expenditure,
guing alternative to established methods. There are hardly
durability and functionality. To build in an energy-saving
any surface areas left for new buildings in densely populated
way does not only refer to the choice of construction mate-
cities. Existing buildings offer a great potential for moderni-
rial. The proper planning and an in-depth examination of
zation and subsequent densification.
the prevailing conditions are equally vital. Much argues for
Existing buildings require construction methods that can be
the use of wood as construction material. It is a local resour-
implemented economically, swiftly, smoothly and precisely.
ce and available in sufficient amounts, growing again “by
Timber construction offers solutions with different prefabri-
itself.” No other raw material uses less energy for its produc-
cation stages to attain this goal. The use of solid, prefabrica-
tion than wood does. And the same applies to storage and
ted construction elements made of BBS does away with long
processing. Naturally, wood processing consumes electrici-
on-site construction times and leads to fewer disruptions of
ty, albeit the total energy balance is substantially lower for
the operation processes or the residential surroundings.
the production of construction timber than with any other
Alongside residential construction, it is mainly public buil-
construction material. Likewise, wood needs little energy
dings like schools, kindergartens and administration buil-
for transport. Wood is very light in comparison to its load-
dings that have to be renovated while they are operating.
bearing capacity, something that is a huge advantage for
Here the use of components that are as completely prefabri-
transport - the weight of wood is one-fifth the weight of
cated as possible offers decisive advantages.
reinforced concrete.
Construction on existing houses - renovating, modernizing
and densification with timber and dry construction
For construction on existing buildings, solid wood construction in conjunction with dry construction systems delivers
great advantages compared to other materials owing to the
possibility of prefabrication and thus shorter construction
times; the low weight; the positive CO2 balance and the
ecological profile.
Adding another floor
Addition
Vertical densification of exiHorizontal spatial expansion
sting buildings while using the
reserves of the supporting
structure on hand
Source: proholz.at/Zuschnitt Issue 34, June 2009
8
EXAMPLES
❙ According to a survey conducted by the Versuchsanstalt für Holzund Trockenbau (VHT) in Darmstadt, Germany, the relevance of
timber and dry construction will increase for both renovations
and new buildings. The survey examined the development and
innovation potential of various construction methods and came
to the conclusion that a growth of 30 % by 2012 is quite realistic.
Infill
Spatial closure of construction
gaps
Envelope
Improvement or replacement
of a building envelope on hand
(roof/wall) for energy modernization
1.3. Recycling
easily manipulated; ideally, it can be dismantled and reused
as a complete, high-value construction component. For
57 % of the entire waste production in Austria derives from
wood, the exploitation for the production of energy and the
building activities. The waste of remaining masses from
effects this has on the replacement of fossil energy sources
building (building rubble, concrete demolition and so forth)
stands at the bottom of the list. The wood construction
amounts to around 5 million tons/year (= 18 % of all building
method thus has a great potential for saving material and
waste). The so-called building site waste accounts for the
energy resources.
smallest portion in the total building waste, with another 4 %
(1.1 tons/year). Waste cannot be completely avoided but can
be recycled to a large extent. Up to 90 % of building site
waste can be avoided by recycling. Wood and plaster are
ecologically recyclable; they can reenter the production process or can be used a second time or be made further use of.
The
products
environmentally
compatible
material
underscores their recyclability.
EXAMPLES
❙ One can gain around 3 cubic meters of dry wood chips from
1 cubic meter of BBS, which can be processed into derived timber
products or converted into thermal energy as a premium combustion material. In comparison with other materials, the production of wood requires only small amounts of energy.
❙ The deployment of the dry construction system is disproportionately growing - yet not the construction site waste. Through controlled recycling, plaster board remains are reentered into the
production process. Constructions completed in the dry construction method demand already upon assembly much lesser volumes than established methods.
Orderly dismantling - demolition
When analyzing the waste production, a reduction of the
waste production can be seen in the scenarios of an expanded application of timber construction methods. Moreover,
the waste they produce indicates a great exploitation potential in terms of material and energy; the exploitation efficiency can be even heightened through the development of
exploitation-compatible construction methods. The choice
of material today has an impact on the waste of tomorrow.
So already in the planning process it has to be ensured that
material is integrated in such a way that they are easily available and can be optimally recycled as materials (“design for
recycling”) or for the generation of energy (“design for energy”) at the end of their life cycle. In this context, timber
construction proves beneficial, since wood can be more
9
1.4. Complete production cycle at binderholz
Within the production plants of binderholz, the log wood
that has been delivered is completely processed into trimmed timber, solid wood slabs, glued-laminated timber, BBS
cross-laminated timber, MDF slabs and biomass fuel. Our
own biomass cogeneration plants provide the energy supply
at the operations. Hence binderholz products make a contribution in a multitude of ways to the reduction of CO2 emissions and thus to climate protection.
binderholz - 100 % processing of the resource wood
CO2
SOLAR ENERGY
electricity
BIOMASS
POWER PLANT
ATMOSPHERE
Chipping,
bark, wood chips
PELLETISING
AND BRIQUETTING
MDF FACTORY
Logs
community
heating
Bio fuel composites
Horse litter
MDF-Panels
Timber construction, furniture
SAW MILLS
Fügen (A), Kösching (D)
SOLID WOOD PANEL PLANT
St. Georgen (A)
Solid wood panels
Lumber,
profiled timber
GLULAM FACTORY
CROSS LAMINATED TIMBER PLANT
Glulam
Cross laminated timber
BBS
C
Alongside a complete range of solid wood products for innovative timber construction, binderholz produces biomass fuel and medium density
fiberboard. Thus it guarantees that the resource of wood is 100 % processed.
10
Recycling,
burning, re-use
Sources
Eigenschaften und Potentiale des leichten Bauens, www.baugenial.at
Deckenkonstruktionen für den mehrgeschossigen Holzbau, Holzforschung Austria, Wien
Holzbau System und Technik, British Gypsum, Bad Aussee
www.holzistgenial.at
Bauen mit Holz = aktiver Klimaschutz, Holzforschung München
Holz Rohstoff der Zukunft, Informationsdienst Holz, Bonn
zuschnitt 34/2010, proHolz, Wien
www.proholz.at
Holzbau Austria Magazin 4/2010, www.holzbau-austria.at
www.pefc.at
www.baunetzwissen.de
Endbericht Nachhaltig massiv AP12, Technische Universität Wien
11
A-5400 Hallein/Salzburg
Solvay-Halvic-Straße 46
Tel.: +43 (0)6245 70500-556
Fax: +43 (0)6245 70500-127
British Gypsum
East Leake
Loughborough
Leicestershire
LE12 6HX
Solid timber manual
BUILDING PHYSICS
HOTLINES:
Tel.: +43 (0)6245 70500-556
Tel. +44 (0)884 800 1991
2
CONTENT
CONTENT
1.1.
Sustainability
1.2.
1.3.
Recycling
1.4.
Building physics
2.1.
Fire protection
2.2.
Noise insulation
2.3.
Thermal insulation
2.4.
Construction
3.1.
External wall
3.2.
3.3.
Roof
3.4.
Ceiling
Appendix
4.1.
4.2.
4.3.
Standards
4.4.
4.5.
Sources
Other
3
2. BUILDING PHYSICS
2. BUILDING PHYSICS
2.1. Fire Protection
Load-bearing elements are identified with the load applied
during the test. The combination of the properties in
In the event of fire building components must retain their
terms of load bearing capacity, the room closure and the
function for a specified period of time. The performance of
thermal insulation are laid down in the following classes
a component depends on the interaction the supporting
to the previous fire resistance classes.
structure, the cladding and the insulating materials. For
Customary component classifications in timber are: REI
fire protection the fire resistance period of a structure is of
30, REI 60, REI 90 for load-bearing and EI 30, EI 60, EI 90 for
particular importance. Requirements for fire protection
non load-bearing construction.
are defined by the fire rating. Moreover, there could be
additional requirements on the incendiary class. Timber
has the ability in the event of fire to form a protective
BBS cross laminated timber burns defined with a burning
layer, the so-called carbon film. It prevents or delays bur-
rate of about 0.7 mm per minute. This was determined by
ning and acts against the fire spreading.
extensive testing. Therefore the fire-resistance of BBS can
be very accurately calculated. In the fire testing not only
Combustibility of building materials: The fire behaviour of
the BBS elements were investigated, but also the element
building materials is classified, including the smoke-and
connections. The element connections are gas-tight and
droplet formation, according to the new EN 13501-1. The
smoke-tight and prevent fire penetration. Benefits that
new legislation includes, among other things, seven clas-
not every material can claim. It is therefore understandab-
ses for the fire performance of wall and ceiling finishes
le that fire-fighters prefer deployment in wooden buil-
(A1, A2, B, C, D, E and F).
dings to other types. Because they know how long they can
stay in it without endangering themselves.
Fire resistance of building components: In considering the
Most fire victims do not burn to death. They succumb to
fire resistance classes not the building materials but com-
flue gas poisoning. In order to minimise flue gas leakage
plete components are investigated. Depending on the
with BBS, all longitudinal layers of the BBS elements are
duration of
made from single layer boards over the whole area.
❙ F30 fire retardant, 30 minutes fire resistance
❙ F60 highly fire retardant, 60 minutes fire resistance
❙ F90 fire resistant, 90 minutes fire resistance
❙ F180 highly fire resistant, 180 minutes fire resistance
The new classification standard EN 13501 part 2 differentiates according to the following performance features:
❙ R Load bearing capacity
❙ E Room closure
❙ I Thermal insulation
as well as W (radiation), M (resistance), C (self-closing
property) and S (smoke tightness).
The fire resistance times are graduated as follows: 15, 20,
30, 45, 60, 90, 120, 180, 240, 360 minutes
If there is a fire on one side of the BBS, then in 60 minutes only 9.5° C
penetrates the 10 cm thick BBS to the other side.
4
2. BUILDING PHYSICS
British Gypsum dry lining systems
For fire protection the fire resistance period of a structure is of
2.2. Noise insulation
particular importance. When the fire is inside, this is determined mainly by the internal cladding system. Gypsum boards
The task of the noise insulation is to adequately protect peop-
contain crystal-bound water contents, which in the event of
le from noise. In timber construction the components always
fire act as "extinguishing water".
consists of several layers. In this way multiple resistance
stands in the way of the noise on its way through the compo-
For a detailed fire safety plan the following must also be con-
nent. Whilst the noise insulation of single-layer components
sidered:
is based only on its mass and rigidity, multi-layered construc-
❙ cladding facing away from the fire ensuring integrity of the
tion with decoupled shell and cavity insulation in timber
room
construction achieves the same noise insulation values with
❙ insulation: contribution to fire resistance, particularly
significantly lower masses.
temperature penetration
❙ Load-bearing construction: maintaining load bearing
capacity, as far as possible minimising deformation caused
With solid wood construction the total thickness of the cross
by temperature
laminated timber, the area weight and bending rigidity play
❙ Building element connections: Prevent the fire spreading
the key roles for the noise insulation of the base member
and fires in cavities, room integrity, smoke and gas tight
(without further layers). Generally, the entire component
(wall, ceiling, roof) is usually complemented by additional
Therefore, the fire resistance of a construction are only deter-
layers (façades, services installations, floor construction, etc.).
mined and reported for the entire construction and not for
The noise insulation of the entire component is significantly
individual parts.
increased by cladding. BBS cross laminated timber components are fabricated from individual component parts. These
British Gypsum has innovative solutions for cable penetrati-
components are coupled together on site by defined connec-
ons and service openings in its programme. The fire protec-
tion systems. The design-related element connections are
tion effectiveness of a compo-
extensively tested and designed so that they have no negative
nent depends to a large extent
influence on the specified sound reduction.
on the execution of the details.
For the use of BBS as a separating floor, systems with impro-
Non-tight pipe penetrations,
ved noise insulation were developed in cooperation with ift-
wrongly made power socket
Rosenheim. The results clearly show that the optimised struc-
details or non-tight ceiling con-
tures stand up well in comparison with reinforced concrete
nections result in the loss of the
floors and are one-fifth of the weight.
intended fire protection.
BRITISH GYPSUM DRY LINING SYSTEMS
Flexible layers with high surface mass, such as gypsum board,
contribute advantageously to the noise insulation. The noise
Brochures:
British Gypsum
Servicing hatches and
fire rotection systems
insulation at high and middle frequencies can be increased
even further by the provision of an additional services installation level. Care should be taken to use soft resilient support
profiles (for example, spring track), heavy, flexible boarding
EXAMPLES
(e.g., British Gypsum fire protection boards) and a large as
possible spacing between the skins. If dry floor screeds of
❙ The water contained in BBS cross laminated timber evaporates in
the event of fire. 1 m3 BBS contains around 50 litres of stored
water.
❙ Gypsum boards contain crystal-bound water content, which acts
as extinguishing water in the event of fire. A 15 mm British
Gypsum board contains approx. 2,5 l/m2
several layers of large-format boards are laid and are fixed
with adhesive over the whole area (z. B. British Gypsum
Rigiplan dry screed), then soft impact noise insulation can be
used accordingly. The lower the dynamic rigidity, the better
the noise insulation.
5
2. BUILDING PHYSICS
the noise insulation. The noise insulation at high and middle
frequencies can be increased even further by the provision of
an additional services installation level.
In insulating materials the porosity is critical. In multi-shell
structures a large portion of the sound energy is transmitted
via the coupling of the individual layers.
The noise insulation can be improved inter alia by:
❙ lthe reduction of the connection points (check
statically necessary clearances)
❙ the change of screw torque (as with resilient connections,
such as clips instead of screws)
❙ the use of soft resilient support profiles (for example, spring
- rails, wall linings on metal studding)
❙ the use of heavy, pliable cladding (such as gypsum board
materials)
❙ complete filling of the cavity with insulation
❙ Increasing the distance between the skins.
Measurements are taken on site to ensure the quality of
the workmanship.
Structure-borne sound/impact sound
Structure-borne sound is induced in a building component by
mechanical stimulation.
Airborne noise insulation
Sound transmission causes the structure to oscillate. All
Impact sound is a structure-borne sound caused for example
material layers are involved in sound transmission. For the
by walking, children hopping or knocking. The noise is mecha-
transmission of vibrations in timber building components,
nically introduced directly into the floor slab and radiated in
the surface mass of the planking and the nature of the fixing
the adjacent rooms. The insulation of a floor slab is indicated
are important. The insulation in the cavity affects this cou-
by the evaluated standard impact sound Ln,T,w' [dB]. The con-
pling of the individual layers and the propagation of sound
struction situation
within the cavity. The evaluated sound reduction index Rw'
is indexed here by a dash, which shows that Ln is a standar-
[dB] indicates the airborne noise insulation of a building ele-
dised impact sound level. In an impact sound measurement,
ment
the floor construction is stimulated by a standard tapping
between two rooms. The noise insulation of multilayer com-
machine and the noise level generated in the adjacent room is
ponents depends on the vibration characteristics of each
measured. The weighted standard impact sound level can be
layer and the interaction of all layers. The characteristics of
determined, taking into account the reverberation time. The
the individual layers are dependent on their area mass (iner-
lower the level, the better the floor is in acoustic terms.
tia) and the bending rigidity. Flexible layers with high surface
mass, such as gypsum board, contribute advantageously to
Decisive for the structure to be chosen are:
❙ the dynamic rigidity s' of the impact noise insulation
❙ the mass of the screed and the structural slab
The lower the dynamic rigidity s', the better the noise insulation. If dry floor screeds of several layers of large-format
boards are laid and are fixed with adhesive over the whole
area (i.e., the screed is sufficiently rigid), then soft impact
noise insulation can be used accordingly. The greater mass
of the dry screed helps to improve the impact noise insulation. Also with the impact noise measurement the building
situation is significant. The acoustical property of a floor is
always to be assessed including the secondary paths.
Structure-borne sound is sound that propagates in a solid body, such as
the transmission of oscillations in buildings.
6
2. BUILDING PHYSICS
Reduction of Impact Sound
achieved by compliance with installation rules and consideration of the connection details.
Structurally, the introduction of impact sound in buildings is
Screed
Initiation
usually prevented by appropriate floor coverings, such as a
TSD-board
Insulation
floating screed, and transmission through bearings on elastic
Fill
Insulation
intermediate layers and by the incorporation of damping layers. Detailed investigations by the Austrian Timber Research
BBS structural floor
Association confirm that suitable linings and suspended ceiIntermediate layer
BBS wall, flexible
boarding
Insulation
lings can be reduced or done away with altogether Generally,
the sound flow of secondary sound paths can be reduced by
Dissipation
flexible soft, decoupled cladding. The extent of the secondary
path transmission depends on the specific construction situation.
Reduction of Impact Sound: Mass - spring - mass principle
The noise insulation of flanking components is essentially
In essence, it is attempted to prevent or minimise the intro-
described by the following values:
duction of impact sound in the design, transmission and
Airborne sound:
dissipation. The dissipation in the reception room can be
RL, Rij (DIN 52217)
reduced by wall linings or generally by flexible cladding.
Dnf (EN 12354-1)
impact sound:
Flank transmission / secondary sound paths
Lnf (EN 12354-2)
With the noise insulation between two rooms, apart from the
partition wall also all adjacent components are involved. The
For test stands with no flank transmission the sound trans-
partition wall is just one of many paths of transmission. In
mission through secondary paths is suppressed by appropri-
highly sound-absorbing structures, the sound is transmitted
ate measures. The transmissions via the flanks can be deter-
mainly via the flanking ceilings, roofs, interior and exterior
mined by separate measurements as noise insulation measu-
walls. For the optimisation of the sound insulation of compo-
re or standard flank level difference according to EN ISO 10848
nents a very low secondary path transfer is desirable. For the
or DIN 52210 -7:1997-12. For measurements in completed
assessment of noise insulation the given construction situati-
buildings, the components with the actual connection condi-
on is significant, i.e. with the acoustic requirements a separa-
tions and related transmission paths are to be examined.
ting component will always be assessed including the
Measurements in completed buildings are referred to as qua-
secondary paths. The specified sound reduction can only be
lity tests and are used to demonstrate the attaining of the
required or specified noise insulation.
The possibility of repair or reconstruction of components on
the site is extremely low and is associated with substantial
costs. Therefore professionals with experience in timber construction should be involved early in the design of projects
with higher requirements.
With an acoustics monitoring by accredited testing institutes during construction possible defects can be avoided at an early stage and the correct
construction for example of acoustic bearings and penetrations can be
assured.
7
2. BUILDING PHYSICS
2.3. Thermal insulation
Modern wooden buildings as passive houses and multi-com-
Thermal insulation in winter
fort house construction with systems from Saint-Gobain
Heat insulation in buildings includes all measures to reduce
guarantee highest quality. Saint-Gobain insulating materials
the heating demand in winter and cooling demand in sum-
has an extensive range of products for floors, walls, ceilings
mer. The main focus is on increasing comfort due to a ple-
and roofs. The products range from the normal thermal insu-
asant room climate and the associated significant environ-
lation up to complete system solutions for the home as well
mental benefits. Insufficient insulation may give rise to
as commercial and public buildings.
uncomfortable and unhygienic indoor climatic conditions.
The minimum requirements for the insulation of the construction are laid down primarily in the building regulations
of the states. Additional requirements for low energy and
passive buildings are set out in the corresponding funding
guidelines.
Why insulation?
❙ to enhance comfort
❙ to prevent illnesses
❙ to save money, as heating costs will be substantially reduced
❙ Increase in value of the building (energy costs)
❙ to protect the environment, as the CO2 emissions are
reduced considerably
Mineral fibre insulation from ISOVER with a λ of 0.032
With BBS low energy, passive energy and plus energy buildings
W/mK and WDV Systems from Weber with a λ of 0.022
can be constructed. BBS structures achieve all the usual ther-
W/mK offers highest comfort with least thickness of insula-
mal insulation values and due to the diffusion open construc-
ting material. British Gypsum wall linings and suspended cei-
tion and the fact that they can reduce the peak values of indoor
lings and roof constructions with full cavity insulation (for
humidity, lead to a comfortable and balanced indoor climate.
example, ISOVER mineral wool) also contribute to the reduction in the U-values of building elements.
The dry interior construction makes a significant contribution
to the required improvements of energy efficiency, also in
existing buildings. As part of the development of existing roof
space the energy efficiency of existing buildings can be improved significantly. In addition to the short construction time a
particular advantage of the dry construction method lies in
Softwood / fibreboard
the accompanying opportunity to renew the technical instal-
Wood-wool panels
lations of the building.
In addition, cladding of British Gypsum boards with a density
Pored bricks
of approx. 800 to 1300 kg/m2 contributes to increasing the
storage capacity of the mass of the building component and
Cellulose insulation
the comfort in the summer.
Full brick
Thermal protection in the summer
Reinforced concrete
The summer heat protection (thermal protection) serves to
Graphic: Gutex
PU hard foam
Glass-/mineral wool
Glass-/mineral wool EPS hard foam
0
10
20
30
40
50 (10-4m/h)
The coefficient of thermal conductivity a is the ratio of the thermal
insulation capacity to the heat storage capacity. The lower the coefficient of thermal conductivity the better the protection against summer
heat and winter cold.
8
keep the heating up inside the building, which is usually due
mainly to sun streaming in through the windows, to a tolerable level. This is done primarily by minimising the heat input
from direct sunlight, heat conduction from the wall, roof and
ceilings and the waste heat from electrical equipment and
people. Windows with no sun protection have the greatest
impact on the heating of the interior.
2. BUILDING PHYSICS
Summer heat protection becomes more and more important
The results of the research project showed that regardless of
as a result of global warming and the tendency to rising tem-
the construction, the materials used and the existing internal
peratures. Associated with this is increased use of air conditio-
storage mass, the user behaviour and especially the incorrect
ners, which in turn increases the electricity / energy consump-
use of ventilation possibilities has a major influence on the
tion and thus the CO2-emissions particularly in the summer
development of summer room temperatures. Here, the noc-
months.
turnal heat dissipation through the windows is crucial to the
Summer heat protection must therefore be taken into account
summer heat behaviour of rooms.
already in the building design to prevent the risk of overheating of the building in summer resulting in uncomfortable
Reasons why in summer airing is not carried out:
room temperatures. In residential buildings, due to night
❙ The assumption that with passive houses ventilating at
ventilation, low heat output from appliances, sun protection
and heat storage, in the average summer room temperatures
will remain below 27° C. In hot periods, they may rise slightly.
night is not necessary
❙ risk of falling from children's rooms (restriction to tilting of
the windows)
In offices the aim is for temperatures below 26° C. It is parti-
❙ Reduced ventilation effect through insect screens
cularly important on the one hand that attention is given to
❙ Pets (windows are restricted in tilting.)
installing sun protection on the outside of windows in order
❙ Ground floor apartments (windows are limited in tilting for
to avoid the "greenhouse effect", and on the other to understand and take account of the summer behaviour of buildings
and especially of the users. Not only the maximum temperature occurring, but also the duration in which a certain tem-
security reasons.)
❙ Restriction of the ventilation effect in the apartment
due to closed internal doors
❙ Ambient noise, especially at night
perature threshold is exceeded, is important for the subjective
perception of the user. The influence of user behaviour on the
The summer building behaviour can be sufficiently depicted
room temperatures in summer taking into account various
with the newly released ÖNORM B 8110-3, in which all relevant
building materials and construction - lightweight, brick, con-
processes are shown.
crete - was investigated by measurements of occupied properties as part of a research project.
Parameters that influence the behaviour of non-active airconditioned buildings in summer and the internal heating as
a result of summer heat exposure are:
❙ the outdoor climate
❙ the thermal properties of the components used outside,
such as for example surface colour, thermal insulation
capacity, construction of the components, component
assemblies and sequence of layers, the heat storage capacity
Phto: GriffnerHausAG
in particular of internal components, the total energy
transmission, the size and orientation of the glazing used,
existing solar protection systems and their effect
❙ orientation of the external wall surfaces
❙ the use of night ventilation possibilities and sun protection
❙ the release of heat from electrical equipment,
lighting and people
Surfaces of wood and plaster provide a comfortable indoor climate in
both winter and summer.
❙ Storage effectiveness of furnishings and
the building construction
In summer, the daily fluctuations of the outside air temperature are generally higher than in winter. In addition, there is a
very high temperature difference on the component surfaces
as a result of sun exposure.
Measures for optimisation:
❙ increase thermal insulation
❙ external layers of insulation and internal storage
capacity mass affect the interior temperatures favourably.
9
2. BUILDING PHYSICS
ABSORPTION CHARACTERISTICS
35
❙ Choice of window. According to recent building physical
studies the thermal transmittance of windows has a much
30
storage capacity of the internal masses.
❙ The type of insulation material selected is not so
important. Rather, the thickness of the insulating layer and
the type and thickness of material of the lining of the interior
stand at the forefront of considerations.
❙ Correct user behaviour. By nocturnal ventilation and
closed windows and doors during the day the
indoor climate can be further improved.
The results of scientific studies show that the summer heat
protection can only be partly equated with the storage capacity of the building components. With increasing thermal insu-
Volume related water content (%)
greater influence on the indoor temperature than the heat
BBS
25
20
cement morter
15
-12
10
concrete
brick
5
lation levels, summer temperatures in the room sink to a
comfortable level. BBS elements have a positive effect here, as
BBS simultaneously insulates well against heat and stores it
0
0
20
40
-65
60
80
100
Humidity (%)
excellently. The simulation of a single-family house shows that
with increasing thermal protection, temperature excesses are
less frequent and weaker. Also the accumulated experience of
residents shows that the comfort and indoor climate in wooden buildings in the summer are consistently judged positively.
Moisture regulation
Wood as a natural and renewable resource has many positive
physical properties. One is the ability to absorb moisture and
2.4. Living environment / healthy living
to release it again. In this way BBS has a dampening effect on
peak values of room humidity. 1 m3 BBS at a room air tempe-
rature of 20° C and a relative humidity of 55 % stores about 43
Wood is open to diffusion and therefore allows the natural
litres of water. If the relative humidity changes from 55 % to
movement of water vapour through components. This positi-
65 %, then 1 m3 BBS absorbs about 7 litres of water from the
ve building physical property of BBS and its ability to absorb
air in the room.
humidity without damage (absorption characteristic), are
crucial factors for a comfortable and balanced climate.
Water vapour diffusion
The full area adhesive joints of BBS are permeable. Tests by the
adhesive manufacturer show that the usual glued joint has the
British Gypsum air-conditions the room. Gypsum board has a
same diffusion resistance as a 35 mm thick pine board. BBS is
high proportion of pores that absorb dampness and store
therefore permeable but works as a vapour barrier. These two
moisture at a time of increased humidity in the room. In dry
positive features are important criteria for a comfortable indoor
air they release the moisture again to their environment. In
climate. The bonded single layer of BBS has no influence on the
this way the indoor climate is regulated automatically. British
diffusion behaviour of the whole construction. Basically con-
Gypsum boards contain no health-damaging substances such
struction is carried out without vapour barriers or dpc's.
as heavy metals, biocides, formaldehyde, or fine dust. For this
The suitability of the overall component is to be proven in each
reason the products are recommended as building materials
case. All constructions given in this brochure have been chek-
by the Institute for Building Biology, Rosenheim (IBR), and the
ked physically.
Austrian Institute for Building Biology and Ecology, Vienna
(IBO).
Convection
Due to the full area bonding of the BBS elements there are no
voids which might enable convection to take place. When
installing fixtures, care must be taken that the construction is
executed air-tight to prevent leaks by convection.
10
2. BUILDING PHYSICS
Sources
www.proholz.at
www.pefc.at
11
Tel.: +43 (0)6245 70500-556
Fax: +43 (0)6245 70500-127
British Gypsum
East Leake
Loughborough
Leicestershire
LE12 6HX
KONSTRUKTIONEN
BAUPHYSIK
3. CONSTRUCTION
UMWELTSCHUTZ
3. CONSTRUCTION
BBS elements meet all criteria for traditional
The noise insulation properties of BBS meet all normative
requirements. The visible surfaces in spruce, larch, Douglas
shed. The top layers are seamless single layer boards with
board character. For the warmth and comfort of building
occupants it is essential that the surface temperature of the
BBS is near room temperature. This uniform temperature is
considered to be pleasant, even when the room temperature
is slightly lower. A further contribution to greater well-being
and energy efficiency of the building.
Outer wall / inner wall / partition wall
BBS elements are used as exterior walls, interior walls and partitions. The cut outs for electrical installations can be carried
PARETE INTERNA
PARETE DIVISORIA
they increase the storage mass of a building.
TETTO
REI 30-90, can be used for load transfer and
PARETE
ESTERNA
fir, white fir or pine, can be planed, sanded or brushed fini-
out in the factory.
SOLAIO
construction, they achieve the fire resistance
3. CONSTRUCTION
The individual elements have a strong reinforcing effect
tion of the surface layers is to be observed when calculating
thanks to their crossed layer structure. For this reason, they
the load bearing capacity. The transfer of the shear forces of
can fulfil both load-bearing and bracing functions. Wherever
individual elements should be ensured by appropriate
earthquake-proof construction is required BBS has another
measures. The characteristics and parameters can be found
important advantage: The element joints, which can be
in the BBS certification. The structural analysis programme
screw fixed, can absorb and attenuate dynamic movements.
may be obtained from www.binderholz-bausysteme.com.
Project specific preliminary design and drafting of fixing
Roof
BBS cross laminated timber can be used in every type of roof.
The great advantage of the roof elements is the short construction time of only a few hours. This enables quick water
tightness and finished visible surface on the inside. With BBS
typical residential or commercial construction spans can be
carried out economically. The elements also take on a reinforcing function. BBS roof constructions fulfil safe and sound
all structural, fire and acoustic requirements. The summer
heat protection (protection against overheating of the building in summer) is optimally solved with BBS. The mass of
wood optimally counteracts the temperature development.
Floors
The BBS floor elements in combination with British Gypsum
screed and British Gypsum ceiling systems with their multilayered structure meet all the requirements of a separating
floor. Because of the special layer structure of the BBS elements the floor elements act as stiffening floor slabs and
take on load-bearing functions. The shrinkage and swelling
of the wood is negligible due to its multi-layered, crossbonded construction. For this reason, the individual elements can be laid without expansion joints. Due to the dry
construction with British Gypsum screed elements, the floor
elements can be walked on and loaded immediately after
laying. The standards approved structures can be carried out
in fair face quality.
Stability
The load transfer in panels of cross laminated timber elements is via the crosswise glued wood element. Designed as
a flat element, a plate effect can be assumed. The fibre direc-
details are offered by binderholz Bausysteme.
Solid timber manual
CONSTRUCTION EXTERNAL WALL
HOTLINES:
Technical Enquiries British Gypsum ·
Tel.: +43 (0)6245 70500-556
Tel. +44 (0)884 800 1991
2
CONTENT
CONTENT
1.1.
Sustainability
1.2.
1.3.
Recycling
1.4.
Building physics
2.1.
Fire protection
2.2.
Noise insulation
2.3.
Thermal insulation
2.4.
Construction
3.1.
External wall
3.2.
3.3.
Roof
3.4.
Ceiling
Appendix
4.1.
4.2.
4.3.
Standards
4.4.
4.5.
Sources
Other
3
3.1 CONSTRUCTION
3.1 TYPES OF EXTERNAL WALL
Wooden façade
Wood fibre board
Wood fibre insulation
90 - 100 BBS
AW03
Rw = 44 dB
U = 0,21 W/m2K
CROSS LAMINATED TIMBER BBS ELEMENT AND ROOM SIDE BOARDING
REI 30
AW02
90 - 100 BBS
boarding
Rw = 44 dB
U = 0,21 W/m2K
REI 60
90 - 100 BBS
AW06
60 Battens
Rw = 50 dB
boarding
U ≤ 0,16 W/m2K
REI 60
90 - 100 BBS
AW04 a, b, c, d, e, f
70 Battens
Rw = 53 dB
boarding
U ≤ 0,13 W/m2K
REI 90
Notes on structural analysis:
- Class of use NKL 1
- Constant load g: is the constant load without the self weight of BBS
in kN/m
4
- Load capacity n: - Class of use A or B (residential and office areas)
- proportion of the payload of the total load: 50 %
- Fire rated to EN 1995-1-2, Test Report No. 07082904 (IBS Linz) and
Classification Report No. 08081813-1 (IBS Linz)
3.1 CONSTRUCTION
EXTERNAL INSULATION
Wooden façade
Plaster
Plaster
membrane KVH /
Wood fibre board
Wood fibre board KVH /
insulation
insulation
AW09 a, b, c
AW13
AW17
Rw = 45 dB
Rw = 37 dB
Rw = 57 dB
REI 30
REI 30
REI 30
U = 0,18 W/m2K
U = 0,27 W/m2K
U = 0,17 W/m2K
AW10 a, b, c
AW14
AW18 a, b
Rw = 45 dB
Rw = 37 dB
Rw = 57 dB
REI 90
REI 60
REI 90
U = 0,17 W/m2K
U = 0,27 W/m2K
U = 0,16 W/m2K
AW11
AW15
AW19
Rw = 52 dB
Rw = 43 dB
Rw = 57 dB
REI 60
REI 60
REI 60
U ≤ 0,17 W/m2K
U ≤ 0,23 W/m2K
U ≤ 0,23 W/m2K
AW12 a, b, c, d
AW16
AW20 a, b, c
Rw = 63 dB
Rw = 57 dB
Rw = 57 dB
REI 90
REI 90
REI 90
U ≤ 0,14 W/m2K
U ≤ 0,23 W/m2K
U ≤ 0,13 W/m2K
5
3.1 CONSTRUCTION
Designation: AW02
As of: 14. 12. 2010
EXTERIOR WALL - SOLID WOOD CONSTRUCTION
- rear ventilated
- without services level, clad
PHYSICAL AND ECOLOGICAL RATING
Fire protection
REI
60
max. buckling length l = 3 m
max. load (qfi, d) = 14,95 [kN/m]; Classification by IBS
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,20
suitable
44,4
Rw
Ln,w
44
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
1,9
MATERIAL INFORMATION FOR DESIGN, CONSTRUCTION LAYERS
(from outside to inside, dimensions in mm)
Thickness
Material
Thermal protection
Inflammability class
min – max
c
EN 13501-1
A
19,0
Wood external wall cladding
0,150
50
600
1,600
D
B
40,0
Wood battens (40/60)
0,130
50
500
1,600
D
C
22,0
Wood fibre insulation board
0,047
3-7
240
2,100
E
D
140,0
0,040
3-7
125
2,100
E
E
90,0
Cross Laminated Timber BBS (3 layer)
0,130
50
470
1,600
D
F
F
15,0
15,0
British Gypsum fire protection board RF or
British Gypsum fibre board Rigidur H
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
*Ecological assessment in detail
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-103,407
0,19
890,678
1890,979
0,029
0,062
*Mass per unit area
m
Calculated using
91,9 [kg/m2]
British Gypsum fibre board
The structures shown were tested on behalf of binderholz and British Gypsum Saint-Gobain by accredited testing institutes.
6
3.1 CONSTRUCTION
Designation: AW03
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,20
suitable
38,8
Rw
Ln,w
44
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-3,2
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
22,0
0,047
3-7
240
2,100
E
D
140,0
0,040
3-7
125
2,100
E
E
90,0
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-104,409
0,18
802,893
1831,331
0,027
0,06
*Mass per unit area
m
Calculated using
78,4 [kg/m2]
7
3.1 CONSTRUCTION
Designation: AW04 a
As of: 14. 12. 2010
- rear ventilated
- with services level, clad
awmihi01a-00
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,16
suitable
19,2
Rw
Ln,w
53
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
1,8
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
22,0
0,047
3-7
240
2,100
E
D
140,0
0,040
3-7
125
2,100
E
E
90,0
0,130
50
470
1,600
D
F
70,0
Counter-battening (60/60; e=625)
on vibration damper
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
H
15,0
15,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
[kg CO2 Equiv.]
-103,011
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
0,193
888,73
1883,827
0,029
0,062
*Mass per unit area
m
Calculated using
95,6 [kg/m2]
8
POCP
3.1 CONSTRUCTION
Designation: AW04 b
As of: 14. 12. 2010
- rear ventilated
awmihi01b-00
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,16
suitable
26,4
Rw
Ln,w
59
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
4,9
Thickness
Material
Thermal protection
min – max
0,150
50
600
c
EN 13501-1
A
19,0
1,600
D
B
40,0
0,130
50
500
1,600
D
C
22,0
0,047
3-7
240
2,100
E
D
140,0
0,040
3-7
125
2,100
E
E
90,0
0,130
50
470
1,600
D
F
70,0
on vibration damper
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
H
15,0
15,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-100,735
0,199
942,293
1899,307
0,03
0,063
*Mass per unit area
m
104,6
Calculated using
[kg/m2]
9
3.1 CONSTRUCTION
Designation: AW04 c
As of: 14. 12. 2010
- rear ventilated
awmihi01a-01
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
19,2
Rw
Ln,w
53
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-13,2
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
22,0
0,047
3-7
240
2,100
E
D
200,0
0,040
3-7
125
2,100
E
E
90,0
0,130
50
470
1,600
D
F
70,0
on vibration damper
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
H
15,0
15,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-45,291
0,089
567,506
899,996
0,013
0,039
*Mass per unit area
m
Calculated using
103,1 [kg/m2]
10
3.1 CONSTRUCTION
Designation: AW04 d
As of: 14. 12. 2010
- rear ventilated
awmihi01b-02
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
26,4
Rw
Ln,w
59
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-10,1
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
22,0
0,047
3-7
240
2,100
E
D
200,0
0,040
3-7
125
2,100
E
E
90,0
0,130
50
470
1,600
D
F
70,0
on vibration damper
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
H
15,0
15,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-43,015
0,1
621,068
915,475
0,015
0,04
*Mass per unit area
m
Calculated using
112,1 [kg/m2]
11
3.1 CONSTRUCTION
Designation: AW04 e
As of: 14. 12. 2010
- rear ventilated
awmihi01b-01
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,16
suitable
26,3
Rw
Ln,w
59
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
4,9
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
22,0
0,047
3-7
240
2,100
E
D
140,0
0,040
3-7
125
2,100
E
E
100,0
0,130
50
470
1,600
D
F
70,0
on vibration damper
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
H
25,0
25,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-100,735
0,199
942,293
1899,307
0,03
0,063
*Mass per unit area
m
Calculated using
109,3 [kg/m2]
12
3.1 CONSTRUCTION
Designation: AW04 f
As of: 14. 12. 2010
- rear ventilated
awmihi01b-03
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
26,3
Rw
Ln,w
59
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-10,1
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
22,0
0,047
3-7
240
2,100
E
D
200,0
0,040
3-7
125
2,100
E
E
100,0
0,130
50
470
1,600
D
F
70,0
on vibration damper
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
H
25,0
25,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-43,015
0,095
621,068
915,475
0,015
0,04
*Mass per unit area
m
Calculated using
116,8 [kg/m2]
13
3.1 CONSTRUCTION
Designation: AW06
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,16
suitable
19,2
Rw
Ln,w
50
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
1,9
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
22,0
0,047
3-7
240
2,100
E
D
140,0
0,040
3-7
125
2,100
E
E
90,0
0,130
50
470
1,600
D
F
60,0
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
H
25,0
25,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
[kg CO2 Equiv.]
-103,407
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
0,193
890,678
1890,979
0,029
0,062
*Mass per unit area
m
95,6
Calculated using
[kg/m2]
14
POCP
3.1 CONSTRUCTION
Designation: AW09 a
As of: 14. 12. 2010
- rear ventilated
awmiho01a-01
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,21
suitable
38,5
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-8,4
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
Vapour open foil sd ≤ 0,3m
D
160,0
Solid timber (60/..; e=625)
0,130
50
500
1,600
D
E
160,0
Mineral wool
0,035
1
18
1,030
A1
F
90,0
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-89,881
0,176
581,18
1561,468
0,028
0,042
*Mass per unit area
m
Calculated using
66,0 [kg/m2]
15
3.1 CONSTRUCTION
Designation: AW09 b
As of: 14. 12. 2010
- rear ventilated
awmiho01a-03
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,18
suitable
38,6
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-6,1
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
50
500
1,600
D
C
D
160,0
0,130
E
160,0
Mineral wool
0,035
1
18
1,030
A1
F
90,0
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-92,215
0,184
610,25
1614,567
0,030
0,044
*Mass per unit area
m
Calculated using
68,6 [kg/m2]
16
3.1 CONSTRUCTION
Designation: AW09 c
As of: 14. 12. 2010
- rear ventilated
awmiho01a-02
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,21
suitable
38,0
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-8,4
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
0,130
50
500
1,600
D
C
D
160,0
E
160,0
Mineral wool
0,035
1
18
1,030
A1
F
100,0
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-89,881
0,176
581,18
1561,468
0,028
0,042
*Mass per unit area
m
Calculated using
70,7 [kg/m2]
17
3.1 CONSTRUCTION
Designation: AW10 a
As of: 14. 12. 2010
- rear ventilated
awmiho01a-00
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,21
suitable
44,1
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-5,3
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
D
160,0
0,130
50
500
1,600
D
E
160,0
Mineral wool
0,035
1
18
1,030
A1
F
90,0
0,130
50
470
1,600
D
G
G
15,0
15,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-87,562
0,183
635,729
1577,017
0,03
0,043
*Mass per unit area
m
Calculated using
79,5 [kg/m2]
18
3.1 CONSTRUCTION
Designation: AW10 b
As of: 14. 12. 2010
- rear ventilated
awmiho01a-04
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,20
suitable
44
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-5,3
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
D
160,0
0,130
50
500
1,600
D
E
160,0
Mineral wool
0,035
1
18
1,030
A1
F
100,0
0,130
50
470
1,600
D
G
G
15,0
15,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-87,562
0,183
635,729
1577,017
0,03
0,043
*Mass per unit area
m
Calculated using
93,2 [kg/m2]
19
3.1 CONSTRUCTION
Designation: AW10 c
As of: 14. 12. 2010
- rear ventilated
awmiho01a-05
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,17
suitable
44
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-6,8
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
D
200,0
0,130
50
500
1,600
D
E
200,0
Mineral wool
0,035
1
18
1,030
A1
F
100,0
0,130
50
470
1,600
D
G
G
15,0
15,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-100,162
0,213
729,283
1807,851
0,033
0,046
*Mass per unit area
m
Calculated using
95,8 [kg/m2]
20
3.1 CONSTRUCTION
Designation: AW11
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,17
suitable
19,2
Rw
Ln,w
52
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-3,3
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
D
200,0
0,130
50
500
1,600
D
E
200,0
Mineral wool
0,035
1
18
1,030
A1
F
100,0
0,130
50
470
1,600
D
G
60,0
0,130
50
500
1,600
D
H
50,0
Mineral wool
0,040
1
18
1,030
A1
I
I
15,0
15,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-90,362
0,193
670,618
1640,736
0,031
0,045
*Mass per unit area
m
Calculated using
83,2 [kg/m2]
21
3.1 CONSTRUCTION
Designation: AW12 a
As of: 14. 12. 2010
- rear ventilated
awmihi02b-00
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,17
suitable
26,3
Rw
Ln,w
63
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-0,3
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
D
160,0
0,130
50
500
1,600
D
E
160,0
Mineral wool
0,035
1
18
1,030
A1
F
90,0
0,130
50
470
1,600
D
G
70,0
on vibration damper
0,130
50
500
1,600
D
H
50,0
Mineral wool
0,040
1
18
1,030
A1
I
I
25,0
25,0
British Gypsum fire protection board RF (2x12,5 mm) or
British Gypsum fibre board Rigidur H (2x12,5 mm)
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-87,443
0,199
721,957
1645,794
0,032
0,046
*Mass per unit area
m
92,3
Calculated using
[kg/m2]
Gypsum fibre board
22
3.1 CONSTRUCTION
Designation: AW12 b
As of: 14. 12. 2010
- rear ventilated
awmihi02b-02
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,14
suitable
26,4
Rw
Ln,w
63
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
1,3
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
19,0
0,150
50
600
1,600
D
B
40,0
0,130
50
500
1,600
D
C
D
200,0
0,130
50
500
1,600
D
E
200,0
Mineral wool
0,035
1
18
1,030
A1
F
90,0
0,130
50
470
1,600
D
G
70,0
on vibration damper
0,130
50
500
1,600
D
H
50,0
Mineral wool
0,040
1
18
1,030
A1
I
I
25,0
25,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-89,777
0,207
751,032
1698,893
0,034
0,047
*Mass per unit area
m
94,8
Calculated using
[kg/m2]
23
3.1 CONSTRUCTION
Designation: AW12 c
As of: 14. 12. 2010
- rear ventilated
awmihi02b-01
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,16
suitable
26,3
Rw
Ln,w
63
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-0,3
Thickness
A
19,0
B
40,0
C
Material
Thermal protection
min – max
0,150
50
600
1,600
D
0,130
50
500
1,600
D
c
EN 13501-1
D
160,0
0,130
50
500
1,600
D
E
160,0
Mineral wool
0,035
1
18
1,030
A1
F
100,0
0,130
50
470
1,600
D
G
70,0
on vibration damper
0,130
50
500
1,600
D
H
50,0
Mineral wool
0,040
1
18
1,030
A1
I
I
25,0
25,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-87,443
0,199
721,957
1645,794
0,032
0,046
*Mass per unit area
m
97,0
Calculated using
[kg/m2]
24
3.1 CONSTRUCTION
Designation: AW12 d
As of: 14. 12. 2010
- rear ventilated
awmihi02b-03
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,14
suitable
26,3
Rw
Ln,w
63
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
1,3
Thickness
A
19,0
B
40,0
Material
Thermal protection
min – max
0,150
50
600
1,600
D
0,130
50
500
1,600
D
c
EN 13501-1
C
D
200,0
0,130
50
500
1,600
D
E
200,0
Mineral wool
0,035
1
18
1,030
A1
F
100,0
0,130
50
470
1,600
D
G
70,0
on vibration damper
0,130
50
500
1,600
D
H
50,0
Mineral wool
0,040
1
18
1,030
A1
I
I
25,0
25,0
0,250
0,350
10
19
900
1200
1,050
1,200
A2
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-89,777
0,207
751,032
1698,893
0,034
0,047
*Mass per unit area
m
Calculated using
99,5 [kg/m2]
25
3.1 CONSTRUCTION
Designation: AW13
As of: 14. 12. 2010
- not rear ventilated
- without services level, plastered
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,29
suitable
38,3
Rw
Ln,w
37
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
2,3
Thickness
Material
Thermal protection
A
6,0
B
120,0
C
90,0
min – max
c
EN 13501-1
Finery
1,000
10-35
2000
1,130
A1
0,046
3-7
200
2,100
E
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-75,804
0,174
840,97
1487,04
0,024
0,052
*Mass per unit area
m
Calculated using
78,3 [kg/m2]
26
3.1 CONSTRUCTION
Designation: AW14
As of: 14. 12. 2010
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,28
suitable
44,0
Rw
Ln,w
37
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
5,4
Thickness
Material
Thermal protection
A
6,0
B
120,0
C
D
D
min – max
c
EN 13501-1
Finery
1,000
10-35
2000
1,130
A1
0,046
3-7
200
2,100
E
90,0
0,130
50
470
1,600
D
15,0
0,250
10
900
1,050
A2
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-73,49
0,181
895,234
1502,551
0,025
0,053
*Mass per unit area
m
Calculated using
91,8 [kg/m2]
27
3.1 CONSTRUCTION
Designation: AW15
As of: 14. 12. 2010
- with services level, plastered
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,21
suitable
19,2
Rw
Ln,w
43
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
7,4
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
6,0
Finery
1,000
10-35
2000
1,130
A1
B
120,0
0,046
3-7
200
2,100
E
C
90,0
0,130
50
470
1,600
D
D
60,0
0,130
50
500
1,600
D
E
50,0
Mineral wool
0,040
1
18
1,030
A1
F
15,0
0,250
10
900
1,050
A2
F
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-74,807
0,189
928,47
1546,649
0,027
0,055
*Mass per unit area
m
Calculated using
95,5 [kg/m2]
28
3.1 CONSTRUCTION
Designation: AW16
As of: 14. 12. 2010
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,20
suitable
26,3
Rw
Ln,w
57
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
7,4
Thickness
Material
Thermal protection
A
6,0
B
min – max
c
EN 13501-1
Finery
1,000
10-35
2000
1,130
A1
120,0
0,046
3-7
200
2,100
E
C
100,0
0,130
50
470
1,600
D
D
70,0
on vibration damper
0,130
50
500
1,600
D
E
50,0
Mineral wool
0,040
1
18
1,030
A1
F
25,0
0,250
10
900
1,050
A2
F
25,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-74,411
0,189
926,522
1539,498
0,027
0,055
*Mass per unit area
m
Calculated using
109,2 [kg/m2]
29
3.1 CONSTRUCTION
Designation: AW17
As of: 14. 12. 2010
awmopo02a-01
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,17
suitable
38,7
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
2,2
Thickness
Material
Thermal protection
A
6,0
B
60,0
min – max
c
EN 13501-1
Finery
1,000
10-35
2000
1,130
A1
0,046
3-7
200
2,100
E
C
160,0
0,130
50
500
1,600
D
D
160,0
Mineral wool
0,035
1
18
1,030
A1
E
90,0
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-73,763
0,186
779,131
1459,81
0,027
0,047
*Mass per unit area
m
Calculated using
76,6 [kg/m2]
30
3.1 CONSTRUCTION
Designation: AW18 a
As of: 14. 12. 2010
awmopo02a-00
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,17
suitable
44,2
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
5,3
Thickness
Material
Thermal protection
A
6,0
B
60,0
C
D
E
min – max
c
EN 13501-1
Finery
1,000
10-35
2000
1,130
A1
0,046
3-7
200
2,100
E
160,0
0,130
50
500
1,600
D
160,0
Mineral wool
0,035
1
18
1,030
A1
90,0
0,130
50
470
1,600
D
F
15,0
0,250
10
900
1,050
A2
F
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-71,443
0,193
833,68
1475,36
0,028
0,048
*Mass per unit area
m
Calculated using
90,1 [kg/m2]
31
3.1 CONSTRUCTION
Designation: AW18 b
As of: 14. 12. 2010
awmopo02a-02
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,16
suitable
44
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
5,3
Thickness
Material
Thermal protection
A
6,0
B
60,0
C
D
min – max
c
EN 13501-1
Finery
1,000
10-35
2000
1,130
A1
0,046
3-7
200
2,100
E
160,0
0,130
50
500
1,600
D
160,0
Mineral wool
0,035
1
18
1,030
A1
E
100,0
0,130
50
470
1,600
D
F
15,0
0,250
10
900
1,050
A2
F
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-71,443
0,193
833,68
1475,36
0,028
0,048
*Mass per unit area
m
Calculated using
103,8 [kg/m2]
32
3.1 CONSTRUCTION
Designation: AW19
As of: 14. 12. 2010
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
16,8
Rw
Ln,w
52
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
6,9
Thickness
Material
Thermal protection
s
A
6,0
B
60,0
C
D
E
F
Inflammability clas
min – max
c
EN 13501-1
Finery
1,000
10-35
2000
1,130
A1
0,046
3-7
200
2,100
E
160,0
0,130
50
500
1,600
D
160,0
Mineral wool
0,035
1
18
1,030
A1
90,0
0,130
50
470
1,600
D
60,0
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
15,0
0,250
10
900
1,050
A2
H
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-73,777
0,201
862,754
1528,459
0,03
0,049
*Mass per unit area
m
Calculated using
91,0 [kg/m2]
33
3.1 CONSTRUCTION
Designation: AW20 a
As of: 14. 12. 2010
awmopi02a-00
Fire protection
REI
60
max. load (qfi, d) = 14,95 [kN/m]]; Classification by IBS
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,14
suitable
19,2
Rw
Ln,w
55
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
8,4
Thickness
Material
Thermal protection
A
6,0
B
60,0
C
D
E
F
min – max
c
EN 13501-1
Finery
1,000
10-35
2000
1,130
A1
0,046
3-7
200
2,100
E
160,0
0,130
50
500
1,600
D
160,0
Mineral wool
0,035
1
18
1,030
A1
90,0
0,130
50
470
1,600
D
70,0
on vibration damper
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
15,0
0,250
10
900
1,050
A2
H
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-72,893
0,206
879,996
1529,047
0,031
0,05
*Mass per unit area
m
Calculated using
93,8 [kg/m2]
34
3.1 CONSTRUCTION
Designation: AW20 b
As of: 14. 12. 2010
awmopi02b-00
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,14
suitable
26,4
Rw
Ln,w
63
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
10,3
Thickness
Material
Thermal protection
A
6,0
B
60,0
min – max
c
EN 13501-1
Finery
1,000
10-35
2000
1,130
A1
0,046
3-7
200
2,100
E
C
160,0
0,130
50
500
1,600
D
D
160,0
Mineral wool
0,035
1
18
1,030
A1
E
90,0
0,130
50
470
1,600
D
F
70,0
on vibration damper
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
25,0
0,250
10
900
1,050
A2
H
25,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-71,325
0,209
919,908
1544,136
0,031
0,05
*Mass per unit area
m
Calculated using
102,8 [kg/m2]
35
3.1 CONSTRUCTION
Designation: AW20 c
As of: 14. 12. 2010
awmopi02b-01
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
24,3
Rw
Ln,w
63
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
10,3
Thickness
A
6,0
B
60,0
Material
Thermal protection
min – max
c
Finery
1,000
10-35
2000
1,130
A1
0,046
3-7
200
2,100
E
EN 13501-1
C
160,0
0,130
50
500
1,600
D
D
160,0
Mineral wool
0,035
1
18
1,030
A1
E
100,0
0,130
50
470
1,600
D
F
70,0
on vibration damper
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
25,0
0,250
10
900
1,050
A2
H
25,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-71,325
0,209
919,908
1544,136
0,031
0,05
*Mass per unit area
m
Calculated using
104,7 [kg/m2]
36
NOTES
37
NOTES
38
3.1 CONSTRUCTION
Sources
www.proholz.at
www.pefc.at
39
Tel.: +43 (0)6245 70500-556
Fax: +43 (0)6245 70500-127
British Gypsum
East Leake
Loughborough
Leicestershire
LE12 6HX
Solid timber manual
CONSTRUCTION INTERNAL-/ PARTITION WALL
HOTLINES:
Tel.: +43 (0)6245 70500-556
Tel. +44 (0)884 800 1991
2
CONTENT
CONTENT
1.1.
Sustainability
1.2.
1.3.
Recycling
1.4.
Building physics
2.1.
Fire protection
2.2.
Noise insulation
2.3.
Thermal insulation
2.4.
Construction
3.1.
External wall
3.2.
3.3.
Roof
3.4.
Ceiling
Appendix
4.1.
4.2.
4.3.
Standards
4.4.
4.5.
Sources
Other
3
3.2 CONSTRUCTION
3.2 TYPES OF INTERNAL WALL / PARTITION WALL
without additional layer
78–100 BBS
IW01 a, b, c
Rw = 33 dB
REI 60
boarding
78–100 BBS
boarding
90 BBS
IW10
50 insulation
Rw = 52 dB
90 BBS
REI 30
90 BBS
50 insulation
100 BBS
boarding
100 BBS
boarding
50 insulation
boarding
100 BBS
boarding
in kN/m
4
3.2 CONSTRUCTION
ADDITIONAL LAYER
additional
planking / covering
service void
freestanding
facing
IW03 a, b
IW04 a, b
Rw = 51 dB
Rw = 62 dB
REI 90
REI 90
IW02 a, b, c
IW05 a, b
IW06 a, b
Rw = 42 dB
Rw = 68 dB
Rw = 68 dB
REI 90
REI 90
REI 90
IW11
IW12
IW13 a, b
Rw= 58 dB
Rw = 60 dB
Rw = 65 dB
REI 90
REI 60
REI 60
IW14
IW15
IW16
Rw= 58 dB
Rw = 60 dB
Rw = 65 dB
REI 60
REI 90
REI 60
IW17 a, b
Rw = 72 dB
REI 90
5
3.2 CONSTRUCTION
Designation: IW01 a
As of: 14. 12. 2010
INTERIOR WALL - SOLID WOOD CONSTRUCTION
- without services level
Fire
protection
REI
15
max. load. (qfi, d) = 88,84 [kN/m]; Classification by IBS
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
30
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-22,8
Thickness
Material
Thermal protection
A
78,0
min – max
0,130
50
c
EN 13501-1
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-48,143
0,086
302,253
833,146
0,013
0,021
6
3.2 CONSTRUCTION
Designation: IW01 b
As of: 14. 12. 2010
Fire
protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
33
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-21,5
Thickness
Material
Thermal protection
A
90,0
min – max
0,130
50
c
EN 13501-1
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-52,64
0,091
330,464
910,909
0,016
0,027
7
3.2 CONSTRUCTION
Designation: IW01 ca
As of: 14. 12. 2010
Fire
protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
33
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-18,6
Thickness
Material
Thermal protection
A
100,0
min – max
0,130
50
c
EN 13501-1
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-62,906
0,113
394,944
1088,644
0,017
0,028
8
3.2 CONSTRUCTION
Designation: IW02
IW01 ab
As of: 14. 12. 2010
Fire
protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
37
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-22,8
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
B
15,0
0,250
10
900
1,050
A2
B
15,0
0,350
19
1200
1,200
A1
A
78,0
0,130
50
470
1,600
D
B
15,0
0,250
10
900
1,050
A2
B
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-48,143
0,086
302,253
833,146
0,013
0,021
9
3.2 CONSTRUCTION
Designation: IW02
IW01 ba
As of: 14. 12. 2010
Fire
protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
38
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-11,3
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
B
15,0
0,250
10
900
1,050
A2
B
15,0
0,350
19
1200
1,200
A1
A
90,0
0,130
50
470
1,600
D
B
15,0
0,250
10
900
1,050
A2
B
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-57,403
0,128
524,325
1125,822
0,02
0,03
10
3.2 CONSTRUCTION
Designation: IW02
IW01 cb
As of: 14. 12. 2010
Fire
protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
38
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-11,3
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
B
15,0
0,250
10
900
1,050
A2
B
15,0
0,350
19
1200
1,200
A1
A
100,0
0,130
50
470
1,600
D
B
15,0
0,250
10
900
1,050
A2
B
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-57,403
0,128
524,325
1125,822
0,02
0,03
11
3.2 CONSTRUCTION
Designation: IW03
IW01 aa
As of: 14. 12. 2010
- with services level
iwmxxi01b-00
Fire protection
REI
15/30
max. buckling length l = 3 m; max. load: soffit exposed to
fire Layer D: REI 30, qfi, d = 279,16 [kN/m]
Layer A: REI 15, qfi, d = 88,84 [kN/m]
Classification by IBS
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
49
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-13,5
Thickness
Material
Thermal protection
A
78,0
B
70,0
Wood battens (60/60; e=625)
C
50,0
D
D
min – max
c
EN 13501-1
0,130
50
470
1,600
D
on vibration damper
0,130
50
500
1,600
D
Mineral wool
0,040
1
18
1,030
A1
25,0
British Gypsum fire protection board RF (2x15mm) or
0,250
10
900
1,050
A2
25,0
British Gypsum fibre board Rigidur H (2x12,5mm)
0,350
19
1200
1,200
A1
REI 30: soffit exposed to fire Layer D
REI 15: soffit exposed to fire Layer A
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-44,163
0,112
458,574
909,047
0,018
0,028
12
3.2 CONSTRUCTION
Designation: IW03
IW01 bb
As of: 14. 12. 2010
iwmxxi01b-02
Fire
protection
REI
60/90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
51
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-12,5
Thickness
Material
Thermal protection
A
100,0
B
70,0
C
50,0
D
D
min – max
c
EN 13501-1
470
1,600
D
0,130
50
on vibration damper
0,130
50
500
1,600
D
Mineral wool
0,040
1
18
1,030
A1
25,0
0,250
10
900
1,050
A2
25,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-58,314
0,126
502,9
1119,63
0,019
0,03
13
3.2 CONSTRUCTION
Designation: IW04
IW01 aa
As of: 14. 12. 2010
iwmxxi01b-01
Fire protection
REI
15/30
max. buckling length l = 3 m; max. load: soffit exposed to
fire Layer D: REI 30, qfi, d = 279,16 [kN/m]
Layer A: REI 15, qfi, d = 88,84 [kN/m]
Classification by IBS
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
61
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-9,1
Thickness
Material
Thermal protection
min – max
0,130
50
470
c
EN 13501-1
A
78,0
1,600
D
B
85,0
Freestanding facing (CW75)
A
50,0
Mineral wool
0,040
1
18
1,030
A1
D
25,0
0,250
10
900
1,050
A2
D
25,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-38,623
0,125
507,834
872,549
0,019
0,027
14
3.2 CONSTRUCTION
Designation: IW04
IW01 bb
As of: 14. 12. 2010
iwmxxi01b-03
Fire
protection
REI
60/90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
62
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-5,0
Thickness
Material
Thermal protection
min – max
0,130
50
470
c
EN 13501-1
A
100,0
1,600
D
B
85,0
A
50,0
Mineral wool
0,040
1
18
1,030
A1
D
25,0
0,250
10
900
1,050
A2
D
25,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-53,387
0,152
600,525
1128,047
0,023
0,034
15
3.2 CONSTRUCTION
Designation: IW05
IW01 aa
As of: 14. 12. 2010
iwmxxi02b-00
Fire
protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
53
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-5,0
Thickness
Material
Thermal protection
c
EN 13501-1
A
25,0
0,250
min – max
10
900
1,050
A2
A
25,0
0,350
19
1200
1,200
A1
B
70,0
on vibration damper
0,130
50
500
1,600
D
C
50,0
Mineral wool
0,040
1
18
1,030
A1
D
78,0
0,130
50
470
1,600
D
E
70,0
on vibration damper
0,130
50
500
1,600
D
F
50,0
Mineral wool
0,040
1
18
1,030
A1
G
25,0
0,250
10
900
1,050
A2
G
25,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-40,655
0,135
604,668
984,428
0,022
0,029
16
3.2 CONSTRUCTION
Designation: IW05
IW01 bb
As of: 14. 12. 2010
PARTITION
INTERIORWALL
WALL- -SOLID
SOLIDWOOD
WOODCONSTRUCTION
CONSTRUCTION
- with
- with
services
services
level
level
iwmxxi02b-02
Fire
protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
53
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-0,8
Thickness
Material
Thermal protection
c
EN 13501-1
A
25,0
0,250
min – max
10
900
1,050
A2
A
25,0
0,350
19
1200
1,200
A1
B
70,0
on vibration damper
0,130
50
500
1,600
D
C
50,0
Mineral wool
0,040
1
18
1,030
A1
D
100,0
0,130
50
470
1,600
D
E
70,0
on vibration damper
0,130
50
500
1,600
D
F
50,0
Mineral wool
0,040
1
18
1,030
A1
G
25,0
0,250
10
900
1,050
A2
G
25,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-55,419
–1
697,359
1239,927
0,026
0,035
17
3.2 CONSTRUCTION
Designation: IW06
IW01 aa
As of: 14. 12. 2010
iwmxxi02b-01
Fire
protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
68
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
3,8
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
25,0
0,250
10
900
1,050
A2
A
25,0
0,350
19
1200
1,200
A1
B
85,0
C
50,0
Mineral wool
0,040
1
18
1,030
A1
D
78,0
0,130
50
470
1,600
D
E
85,0
F
50,0
Mineral wool
0,040
1
18
1,030
A1
G
25,0
0,250
10
900
1,050
A2
G
25,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-29,575
0,162
703,187
911,432
0,025
0,033
18
3.2 CONSTRUCTION
Designation: IW06
IW01 bb
As of: 14. 12. 2010
PARTITION
INTERIORWALL
WALL- -SOLID
SOLIDWOOD
WOODCONSTRUCTION
CONSTRUCTION
- with
- with
services
services
level
level
iwmxxi02b-03
Fire
protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
68
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
7,9
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
25,0
0,250
10
900
1,050
A2
A
25,0
0,350
19
1200
1,200
A1
B
85,0
C
50,0
Mineral wool
0,040
1
18
1,030
A1
D
100,0
0,130
50
470
1,600
D
E
85,0
F
50,0
Mineral wool
0,040
1
18
1,030
A1
G
25,0
0,250
10
900
1,050
A2
G
25,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-44,339
0,188
795,878
1166,931
0,029
0,039
19
3.2 CONSTRUCTION
Designation: IW10
IW01 a
As of: 14. 12. 2010
Fire
protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
52
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
-1,7
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
90,0
0,130
50
470
1,600
D
B
50,0
Mineral wool
0,040
1
18
1,030
A1
C
10,0
Air layer
0,000
1
1
1,008
D
90,0
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-113,919
0,213
755,475
2003,931
0,032
0,052
20
3.2 CONSTRUCTION
Designation: IW11
IW01 b
As of: 14. 12. 2010
PARTITION
INTERIORWALL
WALL- -SOLID
SOLIDWOOD
WOODCONSTRUCTION
CONSTRUCTION
- with
- without
services
services
level level
Fire
protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
58
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
10,5
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
30,0
British Gypsum fibre board Rigidur H (2x15mm) or
0,350
19
1200
1,200
A1
A
30,0
British Gypsum fire protection board RF (2x15mm)
0,250
10
900
1,050
A2
B
90,0
0,130
50
470
1,600
D
C
50,0
Mineral wool
0,040
1
18
1,030
A1
D
10,0
Air layer
0,000
1
1
1,008
E
90,0
0,130
50
470
1,600
D
F
30,0
0,350
19
1200
1,200
A1
F
30,0
0,250
10
900
1,050
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-104,734
0,239
971,386
2065,902
0,037
0,056
21
3.2 CONSTRUCTION
Designation: IW12
IW01 a
As of: 14. 12. 2010
INTERIORWALL
WALL- -SOLID
SOLIDWOOD
WOODCONSTRUCTION
CONSTRUCTION
PARTITION
- with
services
level
- with
services
level
Fire
protection
REI
30/60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
60
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
7,2
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
25,0
0,250
10
900
1,050
A2
A
25,0
0,350
19
1200
1,200
A1
0,040
1
18
1,030
A1
on vibration damper
0,130
50
500
1,600
D
470
1,600
D
B
50,0
Mineral wool
C
70,0
D
90,0
0,130
50
E
10,0
Air layer
0,000
1
1
1,008
F
50,0
Mineral wool
0,040
1
18
1,030
A1
G
90,0
0,130
50
470
1,600
D
REI 30: soffit exposed to fire Layer G
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-110,149
0,237
907,226
2079,619
0,036
0,056
22
3.2 CONSTRUCTION
Designation: IW13
IW01 ab
As of: 14. 12. 2010
PARTITION
INTERIORWALL
WALL- -SOLID
SOLIDWOOD
WOODCONSTRUCTION
CONSTRUCTION
- with
- with
services
services
level
level
Fire
protection
REI
30/60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
65
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
11,6
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
25,0
0,250
10
900
1,050
A2
A
25,0
0,350
19
1200
1,200
A1
0,040
1
18
1,030
A1
D
B
50,0
Mineral wool
C
75,0
D
90,0
0,130
50
470
1,600
E
10,0
Air layer
0,000
1
1
1,008
F
50,0
Mineral wool
0,040
1
18
1,030
A1
G
90,0
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-104,61
0,251
956,486
2043,121
0,038
0,058
23
3.2 CONSTRUCTION
Designation: IW13
IW01 ba
As of: 14. 12. 2010
PARTITION
INTERIOR WALL
WALL--SOLID
SOLIDWOOD
WOODCONSTRUCTION
CONSTRUCTION
-- with
with services
services level
level
Fire
protection
REI
30/90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
65
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
11,6
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
30,0
0,250
10
900
1,050
A2
A
30,0
British Gypsum fibre board Rigidur H (2x15mm)
0,350
19
1200
1,200
A1
0,040
1
18
1,030
A1
D
B
50,0
Mineral wool
C
75,0
D
90,0
0,130
50
470
1,600
E
10,0
Air layer
0,000
1
1
1,008
F
50,0
Mineral wool
0,040
1
18
1,030
A1
G
90,0
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-104,61
0,251
956,486
2043,121
0,038
0,058
24
3.2 CONSTRUCTION
Designation: IW14
IW01 b
As of: 14. 12. 2010
PARTITION
INTERIORWALL
WALL- -SOLID
SOLIDWOOD
WOODCONSTRUCTION
CONSTRUCTION
- with
- without
services
services
level level
Fire protection
REI
60
max. Last Layer E (qfi, d) = 147,39 [kN/m]; max. Last
Layer B (qfi, d) = 14,95 [kN/m]; Classification by IBS
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Rw
Ln,w
58
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
10,5
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
12,5
British Gypsum fibre board Rigidur H or
0,350
19
1200
1,200
A1
A
12,5
British Gypsum fire protection board RF
0,250
10
900
1,050
A2
B
90,0
0,130
50
470
1,600
D
C
50,0
Mineral wool
0,040
1
18
1,030
A1
D
10,0
Air layer
0,000
1
1
1,008
E
100,0
0,130
50
470
1,600
D
F
12,5
0,350
19
1200
1,200
A1
F
12,5
0,250
10
900
1,050
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-104,734
0,239
971,386
2065,902
0,037
0,056
25
3.2 CONSTRUCTION
Designation: IW15
IW01 a
As of: 14. 12. 2010
PARTITION
INTERIOR WALL
WALL--SOLID
SOLIDWOOD
WOODCONSTRUCTION
CONSTRUCTION
-- with
with services
services level
level
Fire protection
REI
60
max. load Layer G (qfi, d) = 14,95 [kN/m]; max. load Layer D
(qfi, d) = 80,21 [kN/m]; Classification by IBS
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Noise insulation
Rw
Ln,w
60
–
Ecology*
OI3Kon
8,8
Thermal
insulation
Calculation by HFA
Calculation by IBO
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
25,0
0,250
10
900
1,050
A2
A
25,0
0,350
19
1200
1,200
A1
0,040
1
18
1,030
A1
on vibration damper
0,130
50
500
1,600
D
470
1,600
D
B
50,0
Mineral wool
C
70,0
D
90,0
0,130
50
E
10,0
Air layer
0,000
1
1
1,008
F
50,0
Mineral wool
0,040
1
18
1,030
A1
G
100,0
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-115,927
0,248
943,497
2179,596
0,038
0,059
26
3.2 CONSTRUCTION
Designation: IW16
IW01 b
As of: 14. 12. 2010
PARTITION
INTERIORWALL
WALL- -SOLID
SOLIDWOOD
WOODCONSTRUCTION
CONSTRUCTION
- with
- with
services
services
level
level
Fire protection
REI
60
max. load Layer G (qfi, d) = 14,95 [kN/m]; max. load Layer D
(qfi, d) = 80,21 [kN/m]; Classification by IBS
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
–
suitable
–
Noise insulation
Rw
Ln,w
65
–
Ecology*
OI3Kon
13,2
Thermal
insulation
Calculation by HFA
Calculation by IBO
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
25,0
0,250
10
900
1,050
A2
A
25,0
0,350
19
1200
1,200
A1
0,040
1
18
1,030
A1
D
B
50,0
Mineral wool
C
75,0
D
90,0
0,130
50
470
1,600
E
10,0
Air layer
0,000
1
1
1,008
F
50,0
G
100,0
Mineral wool
0,040
1
18
1,030
A1
Cross Laminated Timber BBS (5 layer))
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-115,927
0,248
943,497
2179,596
0,038
0,059
27
3.2 CONSTRUCTION
Designation: IW17
IW01 aa
As of: 14. 12. 2010
PARTITION
INTERIOR WALL
WALL--SOLID
SOLIDWOOD
WOODCONSTRUCTION
CONSTRUCTION
-- without
without services
services level
level
twmxxo05a
Fire
protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,30
suitable
–
Rw
Ln,w
70
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
28,0
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
12,5
0,350
19
1200
1,200
A1
A
12,5
0,250
10
900
1,050
A2
B
90,0
0,130
50
470
1,600
D
C
30,0
0,350
19
1200
1,200
A1
D
50,0
Mineral wool
0,040
1
50
1,030
A1
E
50,0
Air layer
0,000
1
1
1,008
F
30,0
0,350
19
1200
1,200
A1
G
90,0
0,130
50
470
1,600
D
H
12,5
0,350
19
1200
1,200
A1
H
12,5
0,250
10
900
1,050
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-125,61
0,31
1318,58
2513,79
0,04
0,07
28
3.2 CONSTRUCTION
Designation: IW17
IW01 bb
As of: 14. 12. 2010
PARTITION
INTERIORWALL
WALL- -SOLID
SOLIDWOOD
WOODCONSTRUCTION
CONSTRUCTION
- without
- without
services
services
level
level
twmxxo05b
Fire
protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,29
suitable
–
Rw
Ln,w
72
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
35,9
Thickness
Material
Thermal protection
min – max
c
EN 13501-1
A
25,0
0,250
10
900
1,050
A2
A
25,0
0,350
19
900
1,200
A1
B
90,0
0,130
50
470
1,600
D
C
30,0
0,350
19
1200
1,200
A1
D
50,0
Mineral wool
0,040
1
50
1,030
A1
E
50,0
Air layer
0,000
1
1
1,008
F
30,0
0,350
19
1200
1,200
A1
G
90,0
0,130
50
470
1,600
D
H
25,0
0,250
10
900
1,050
A2
H
25,0
0,350
19
900
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-126,05
0,33
1464,61
2611,43
0,05
0,07
29
NOTES
30
3.2 CONSTRUCTION
Sources
www.proholz.at
www.pefc.at
31
Tel.: +43 (0)6245 70500-556
Fax: +43 (0)6245 70500-127
British Gypsum
East Leake
Loughborough
Leicestershire
LE12 6HX
Solid timber manual
CONSTRUCTION ROOF
HOTLINES:
Tel.: +43 (0)6245 70500-556
Tel. +44 (0)884 800 1991
2
CONTENT
CONTENT
1.1.
Sustainability
1.2.
1.3.
Recycling
1.4.
Building physics
2.1.
Fire protection
2.2.
Noise insulation
2.3.
Thermal insulation
2.4.
Construction
3.1.
External wall
3.2.
3.3.
Roof
3.4.
Ceiling
Appendix
4.1.
4.2.
4.3.
Standards
4.4.
4.5.
Sources
Other
3
3.3 CONSTRUCTION
3.3 TYPES OF ROOF
≥ 100
BBS
roof tiles
DA01 a, b
woodfibre panel
Rw = 54 dB
wood fibre insulation
U = 0,13 W/m2K
sealant
REI 30
roof tiles
DA02 a, b
Mineral wool insulation
Rw = 52 dB
sealant
U = 0,15 W/m2K
ROOF CONSTRUCTION
REI 30
Troughed sheet
DA03 a, b
woodfibre panel
Rw = 47 dB
wood fibre insulation
U ≤ 0,13 W/m2K
sealant
REI 30
Troughed sheet
DA04 a, b
Mineral wool insulation
Rw = 45 dB
sealant
U ≤ 0,15 W/m2K
REI 30
DA05 a
roof membrane
Rw = 41 dB
EPS
U ≤ 0,14 W/m2K
sealant
REI 30
Gravel
roof membrane
DA06 a
EPS
Rw = 57 dB
sealant
U ≤ 0,14 W/m2K
REI 30
in kN/m2
4
3.3 CONSTRUCTION
≥ 100
60
≥ 12,5
BBS
Battens
Boarding
≥ 100
70
≥ 12,5
BBS
vibration damper
Boarding
DA01 c, d, e, f
DA01 g, h, i, j
Rw = 62 dB
Rw = 66 dB
U = 0,11 W/m2K
U = 0,11 W/m2K
REI 90
REI 90
DA02 c, d, e, f
DA02 g, h, i, j
Rw = 59 dB
Rw = 64 dB
U = 0,12 W/m2K
U = 0,12 W/m2K
REI 90
REI 90
DA03 c, d, e, f
DA03 g, h, i, j
Rw = 55 dB
Rw = 59 dB
U ≤ 0,11 W/m2K
U ≤ 0,11 W/m2K
REI 90
REI 90
DA04 c, d, e, f
DA04 g, h, i, j
Rw = 52 dB
Rw = 57 dB
U ≤ 0,12 W/m2K
U ≤ 0,12 W/m2K
REI 90
REI 90
DA05 b, c
DA05 d, e
Rw = 45 dB
Rw = 53 dB
U ≤ 0,12 W/m2K
U ≤ 0,12 W/m2K
REI 90
REI 90
DA06 b, c
DA06 d, e
Rw = 63 dB
Rw = 65 dB
U ≤ 0,11 W/m2K
U ≤ 0,11 W/m2K
REI 90
REI 90
5
3.3 CONSTRUCTION
Designation: DA01 a
As of: 14. 12. 2010
STEEP ROOF - SOLID WOOD CONSTRUCTION
- rear ventilated
sdmhzo01-00
Fire protection
REI
30
max. load (qfi, d) = 7,92 [kN/m2]; Classification by IBS
Thermal
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,16
suitable
38,5
Rw
Ln,w
54
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
9,6
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
Counter-battening (min. 50 mm)
0,130
50
500
1,600
D
D
22,0
E
200,0
F
G
100,0
Woodfibre panel
0,047
3-7
200
2,100
E
0,040
3-7
110
2,100
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-85,523
0,193
1032,431
1704,553
0,027
0,06
*Mass per unit area
m
158,8
Calculated using
[kg/m2]
6
3.3 CONSTRUCTION
Designation: DA01 b
As of: 14. 12. 2010
- rear ventilated
sdmhzo01-01
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
38,6
Rw
Ln,w
54
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
12,1
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
0,130
50
500
1,600
D
D
22,0
E
240,0
F
G
100,0
Woodfibre panel
0,047
3-7
200
2,100
E
0,040
3-7
110
2,100
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-89,98
0,2
1101,572
1796,743
0,028
0,065
*Mass per unit area
m
163,2
Calculated using
[kg/m2]
7
3.3 CONSTRUCTION
Designation: DA01
DA01 ca
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
19,0
Rw
Ln,w
62
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
14,7
(from
outsideINFORMATION
to inside, dimensions
mm)
MATERIAL
FOR in
DESIGN,
CONSTRUCTION LAYERS
Thickness
Material
Thermal protection
min – max
Concrete roof tiles
A
30,0
0,130
C
50,0
D
22,0
Woodfibre panel
E
200,0
0,040
Synthetic underlay
0,22
G
100,0
H
60,0
EN 13501-1
2100
B
F
c
A1
50
500
1,600
D
0,130
50
500
1,600
D
0,047
3-7
200
2,100
E
3-7
110
2,100
E
4545
352
1,700
E
0,130
50
470
1,600
D
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
[kg CO2 Equiv.]
-84,521
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
0,208
1120,216
1764,202
0,03
0,063
*Mass per unit area
m
176,0
Calculated using
[kg/m2]
8
POCP
3.3 CONSTRUCTION
Designation: DA01
DA01 db
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,11
suitable
19,0
Rw
Ln,w
62
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
17,2
(from
outsideINFORMATION
mm)
MATERIAL
FOR in
DESIGN,
CONSTRUCTION LAYERS
Thickness
Material
Thermal protection
min – max
Concrete roof tiles
A
30,0
0,130
C
50,0
D
22,0
Woodfibre panel
E
240,0
0,040
Synthetic underlay
0,22
G
100,0
H
60,0
EN 13501-1
2100
B
F
c
A1
50
500
1,600
D
0,130
50
500
1,600
D
0,047
3-7
200
2,100
E
3-7
110
2,100
E
4545
352
1,700
E
0,130
50
470
1,600
D
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-88,978
0,215
1189,357
1856,391
0,031
0,068
*Mass per unit area
m
180,4
Calculated using
[kg/m2]
9
3.3 CONSTRUCTION
Designation: DA01
DA01 ea
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
29,8
Rw
Ln,w
62
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
18,1
(from
outsideINFORMATION
mm)
MATERIAL
FOR in
DESIGN,
CONSTRUCTION LAYERS
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
0,130
50
500
1,600
D
D
22,0
Woodfibre panel
0,047
3-7
200
2,100
E
E
200,0
0,040
3-7
110
2,100
E
Synthetic underlay
0,22
4545
352
1,700
E
F
G
100,0
0,130
50
470
1,600
D
H
60,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-82,069
0,216
1177,37
1779,879
0,031
0,064
*Mass per unit area
m
189,5
Calculated using
[kg/m2]
10
3.3 CONSTRUCTION
Designation: DA01
DA01 fb
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,11
suitable
29,8
Rw
Ln,w
62
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
20,5
(from
outsideINFORMATION
mm)
MATERIAL
FOR in
DESIGN,
CONSTRUCTION LAYERS
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
Counter-battening (min. 50 mm))
0,130
50
500
1,600
D
D
22,0
E
240,0
F
Woodfibre panel
0,047
3-7
200
2,100
E
0,040
3-7
110
2,100
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
60,0
0,130
50
500
1,600
D
50,0
Mineral wool
0,040
1
18
1,030
A1
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
G
100,0
H
I
J
J
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-86,526
0,223
1246,51
1872,069
0,032
0,069
*Mass per unit area
m
Calculated using
193,9 [kg/m2]
11
3.3 CONSTRUCTION
DA01 ag
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
sdmhzi01a-00
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
18,9
Rw
Ln,w
64
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
15,0
(from outside
to inside,
dimensions in mm)
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
0,130
50
500
1,600
D
D
22,0
E
200,0
F
G
100,0
H
70,0
Woodfibre panel
0,047
3-7
200
2,100
E
0,040
3-7
110
2,100
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
on vibration damper
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-84,345
0,21
1123,808
1764,4
0,03
0,063
*Mass per unit area
m
Calculated using
176,0 [kg/m2]
12
3.3 CONSTRUCTION
DA01 bh
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
sdmhzi01a-01
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,11
suitable
18,9
Rw
Ln,w
64
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
17,5
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
0,130
50
500
1,600
D
D
22,0
E
240,0
F
G
100,0
H
70,0
Woodfibre panel
0,047
3-7
200
2,100
E
0,040
3-7
110
2,100
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
on vibration damper
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
[kg CO2 Equiv.]
-88,801
POCP
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
0,217
1192,948
1856,59
0,031
0,068
*Mass per unit area
m
180,4
Calculated using
[kg/m2]
13
3.3 CONSTRUCTION
DA01 ai
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
sdmhzi01b-00
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
29,7
Rw
Ln,w
66
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
18,1
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
0,130
50
500
1,600
D
D
22,0
E
200,0
F
G
100,0
H
70,0
Woodfibre panel
0,047
3-7
200
2,100
E
0,040
3-7
110
2,100
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
on vibration damper
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
[kg CO2 Equiv.]
-82,069
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
0,216
1177,37
1779,879
0,031
0,064
*Mass per unit area
m
189,5
Calculated using
[kg/m2]
14
POCP
3.3 CONSTRUCTION
DA01 bj
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
sdmhzi01b-01
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,11
suitable
29,7
Rw
Ln,w
66
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
20,5
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
Counter-battening (min. 50 mm))
0,130
50
500
1,600
D
D
22,0
E
240,0
F
G
100,0
H
70,0
Woodfibre panel
0,047
3-7
200
2,100
E
0,040
3-7
110
2,100
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
on vibration damper
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-86,526
0,223
1246,51
1872,069
0,032
0,069
*Mass per unit area
m
Calculated using
193,9 [kg/m2]
15
3.3 CONSTRUCTION
DA02 aa
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
sdmhzo01-02
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,16
suitable
38,5
Rw
Ln,w
52
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
36,9
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
Counter-battening (min. 50mm)
0,130
50
500
1,600
D
Membrane (laminated; sd<0,12)
0,22
37
343
1,700
E
AP Solid insulation panel
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
D
E
180,0
F
G
100,0
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-26,236
0,271
1241,942
1269,674
0,041
0,053
*Mass per unit area
m
Calculated using
150,5 [kg/m2]
16
3.3 CONSTRUCTION
DA02 bb
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
sdmhzo01-03
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,15
suitable
38,5
Rw
Ln,w
52
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
41,4
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
Counter-battening (min. 50mm))
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
Synthetic underlay
0,22
0,130
D
E
200,0
F
G
100,0
1
100
1,030
E
4545
352
1,700
E
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-22,572
0,284
1308,451
1280,468
0,043
0,055
*Mass per unit area
m
Calculated using
152,5 [kg/m2]
17
3.3 CONSTRUCTION
DA02 ac
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,14
suitable
19,0
Rw
Ln,w
59
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
42,0
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
D
E
180,0
F
G
100,0
H
70,0
0,130
50
470
1,600
D
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-25,233
0,287
1329,727
1329,323
0,044
0,055
*Mass per unit area
m
167,7
Calculated using
[kg/m2]
18
3.3 CONSTRUCTION
DA02 bd
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
19,0
Rw
Ln,w
59
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
46,5
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
D
E
200,0
F
G
100,0
H
60,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-21,569
0,299
1396,236
1340,116
0,046
0,057
*Mass per unit area
m
Calculated using
169,7 [kg/m2]
19
3.3 CONSTRUCTION
DA02 ae
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
29,8
Rw
Ln,w
59
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
45,3
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
Synthetic underlay
0,22
D
E
180,0
F
1
100
1,030
E
4545
352
1,700
E
0,130
50
470
1,600
D
G
100,0
H
60,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-22,781
0,294
1386,881
1345
0,045
0,056
*Mass per unit area
m
Calculated using
181,2 [kg/m2]
20
3.3 CONSTRUCTION
DA02 bf
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,12
suitable
29,8
Rw
Ln,w
59
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
49,8
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
D
E
200,0
F
G
100,0
H
60,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-19,117
0,307
1453,389
1355,794
0,047
0,058
*Mass per unit area
m
Calculated using
183,2 [kg/m2]
21
3.3 CONSTRUCTION
DA02 ag
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
sdmhzi01a-02
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
18,9
Rw
Ln,w
61
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
18,1
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
D
E
180,0
F
G
100,0
H
70,0
0,130
50
470
1,600
D
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
[kg CO2 Equiv.]
-82,069
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
0,216
1177,37
1779,879
0,031
0,064
*Mass per unit area
m
167,7
Calculated using
[kg/m2]
22
POCP
3.3 CONSTRUCTION
DA02 bh
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
sdmhzi01a-03
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,12
suitable
18,9
Rw
Ln,w
61
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
20,5
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
Synthetic underlay
0,22
D
E
200,0
F
1
100
1,030
E
4545
352
1,700
E
0,130
50
470
1,600
D
G
100,0
H
70,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-86,526
0,223
1246,51
1872,069
0,032
0,069
*Mass per unit area
m
169,7
Calculated using
[kg/m2]
23
3.3 CONSTRUCTION
DA02 ai
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
sdmhzi01b-02
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
29,8
Rw
Ln,w
64
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
45,3
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
D
E
180,0
F
G
100,0
H
70,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-22,781
0,294
1386,881
1345
0,045
0,056
*Mass per unit area
m
181,2
Calculated using
[kg/m2]
24
3.3 CONSTRUCTION
DA02 bj
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
sdmhzi01b-03
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,12
suitable
29,7
Rw
Ln,w
64
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
49,8
Thickness
Material
Thermal protection
A
min – max
Concrete roof tiles
c
EN 13501-1
2100
A1
B
30,0
0,130
50
500
1,600
D
C
50,0
Counter-battening (min. 50mm))
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
D
E
200,0
F
G
100,0
H
70,0
0,130
50
470
1,600
D
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-22,781
0,294
1386,881
1345
0,045
0,056
*Mass per unit area
m
183,2
Calculated using
[kg/m2]
25
3.3 CONSTRUCTION
Designation: DA03
DA01 aa
As of: 14. 12. 2010
- rear ventilated
- with
services
level
without
services
level
fdmhbo01-00
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,16
suitable
38,5
Rw
Ln,w
47
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
13,9
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
D
22,0
Woodfibre panel
0,047
3-7
200
2,100
E
E
200,0
0,040
Synthetic underlay
0,22
0,130
F
G
100,0
3-7
110
2,100
E
4545
352
1,700
E
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-81,367
0,224
1016,211
1740,048
0,028
0,065
*Mass per unit area
m
Calculated using
93,8 [kg/m2]
26
3.3 CONSTRUCTION
Designation: DA03
DA01 bb
As of: 14. 12. 2010
- rear ventilated
with services
level
- without
services
level
fdmhbo01-01
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
38,6
Rw
Ln,w
47
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
16,4
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
D
22,0
Woodfibre panel
0,047
3-7
200
2,100
E
E
240,0
0,040
3-7
110
2,100
E
4545
352
1,700
E
50
470
1,600
D
F
G
100,0
Synthetic underlay
0,22
0,130
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-85,824
0,231
1085,352
1832,238
0,029
0,069
*Mass per unit area
m
Calculated using
98,2 [kg/m2]
27
3.3 CONSTRUCTION
DA03 ac
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
19,0
Rw
Ln,w
55
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
17,1
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
D
22,0
E
200,0
F
Woodfibre panel
0,047
3-7
200
2,100
E
0,040
3-7
110
2,100
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
G
100,0
H
60,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-81,909
0,234
1075,983
1795,15
0,03
0,066
*Mass per unit area
m
Calculated using
111,0 [kg/m2]
28
3.3 CONSTRUCTION
DA03 bd
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,11
suitable
19,0
Rw
Ln,w
55
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
19,6
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
D
22,0
E
240,0
F
Woodfibre panel
0,047
3-7
200
2,100
E
0,040
3-7
110
2,100
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
G
100,0
H
60,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-86,365
0,241
1145,123
1887,34
0,031
0,071
*Mass per unit area
m
Calculated using
115,4 [kg/m2]
29
3.3 CONSTRUCTION
DA03 ae
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
29,8
Rw
Ln,w
55
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
22,3
(from outside
to inside,
dimensions in mm)
Thickness
Material
Thermal protection
min – max
Troughed sheet
A
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
D
22,0
E
200,0
F
Woodfibre panel
0,047
3-7
200
2,100
E
0,040
3-7
110
2,100
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
G
100,0
H
60,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-77,913
0,247
1161,15
1815,374
0,033
0,068
*Mass per unit area
m
Calculated using
124,5 [kg/m2]
30
3.3 CONSTRUCTION
DA03 bf
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,11
suitable
29,8
Rw
Ln,w
55
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
24,8
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
D
22,0
Woodfibre panel
0,047
3-7
200
2,100
E
E
240,0
0,040
3-7
110
2,100
E
F
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
60,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
G
100,0
H
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-82,37
0,254
1230,29
1907,564
0,033
0,073
*Mass per unit area
m
Calculated using
128,9 [kg/m2]
31
3.3 CONSTRUCTION
DA03 ag
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
fdmhbi01a-00
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
18,9
Rw
Ln,w
57
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
17,4
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
D
22,0
Woodfibre panel
0,047
3-7
200
2,100
E
E
200,0
0,040
Synthetic underlay
0,22
F
G
100,0
H
70,0
3-7
110
2,100
E
4545
352
1,700
E
0,130
50
470
1,600
D
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-81,732
0,235
1079,574
1795,349
0,031
0,066
*Mass per unit area
m
Calculated using
111,0 [kg/m2]
32
3.3 CONSTRUCTION
DA03 bh
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
fdmhbi01a-01
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,11
suitable
18,9
Rw
Ln,w
57
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
19,9
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
D
22,0
Woodfibre panel
0,047
3-7
200
2,100
E
E
240,0
0,040
3-7
110
2,100
E
F
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
70,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
G
100,0
H
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-86,189
0,242
1148,715
1887,538
0,031
0,071
*Mass per unit area
m
Calculated using
115,4 [kg/m2]
33
3.3 CONSTRUCTION
DA03 ai
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
fdmhbi01b-00
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
29,7
Rw
Ln,w
59
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
22,3
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
D
22,0
Woodfibre panel
0,047
3-7
200
2,100
E
E
200,0
0,040
Synthetic underlay
0,22
F
3-7
110
2,100
E
4545
352
1,700
E
0,130
50
470
1,600
D
0,130
50
500
1,600
D
G
100,0
H
70,0
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-77,913
0,247
1161,15
1815,374
0,033
0,068
*Mass per unit area
m
124,5
Calculated using
[kg/m2]
34
3.3 CONSTRUCTION
DA03 bj
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
fdmhbi01b-01
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,11
suitable
29,7
Rw
Ln,w
59
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
24,8
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
D
22,0
Woodfibre panel
0,047
3-7
200
2,100
E
E
240,0
0,040
Synthetic underlay
0,22
F
G
100,0
H
70,0
3-7
110
2,100
E
4545
352
1,700
E
0,130
50
470
1,600
D
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
[kg CO2 Equiv.]
-77,913
POCP
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
0,247
1161,15
1815,374
0,033
0,068
*Mass per unit area
m
128,9
Calculated using
[kg/m2]
35
3.3 CONSTRUCTION
DA04 aa
Designation: DA01
As of: 14. 12. 2010
STEEP ROOF
ROOF -- SOLID
SOLID WOOD
WOOD CONSTRUCTION
CONSTRUCTION
STEEP
rear ventilated
ventilated
-- rear
with services
level
-- without
services
level
fdmhbo01-02
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,16
suitable
38,5
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
41,1
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
0,22
37
343
1,700
E
180,0
0,035
1
100
1,030
E
Synthetic underlay
0,22
100,0
0,130
D
E
F
G
4545
352
1,700
E
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-22,08
0,302
1225,722
1305,169
0,042
0,057
*Mass per unit area
m
85,5
Calculated using
[kg/m2]
36
3.3 CONSTRUCTION
DA04 bb
Designation: DA01
As of: 14. 12. 2010
STEEP
STEEP ROOF
ROOF -- SOLID
SOLID WOOD
WOOD CONSTRUCTION
CONSTRUCTION
-- rear
rear ventilated
ventilated
-- without
services
level
with services
level
fdmhbo01-03
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,15
suitable
38,5
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
45,6
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
D
E
200,0
F
G
100,0
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-18,416
0,315
1292,231
1315,963
0,044
0,059
*Mass per unit area
m
87,5
Calculated using
[kg/m2]
37
3.3 CONSTRUCTION
DA04 ac
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,14
suitable
19,0
Rw
Ln,w
52
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
46,2
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
D
E
180,0
F
G
100,0
H
60,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-21,077
0,317
1313,507
1364,818
0,045
0,059
*Mass per unit area
m
102,7
Calculated using
[kg/m2]
38
3.3 CONSTRUCTION
DA04 bd
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
19,0
Rw
Ln,w
52
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
50,8
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
D
E
200,0
F
G
100,0
H
60,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-17,413
0,33
1380,016
1375,611
0,047
0,062
*Mass per unit area
m
104,7
Calculated using
[kg/m2]
39
3.3 CONSTRUCTION
DA04 ae
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
29,8
Rw
Ln,w
52
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
49,6
Thickness
Material
Thermal protection
min – max
Troughed sheet
A
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
D
E
180,0
F
G
100,0
H
60,0
0,130
50
470
1,600
D
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
[kg CO2 Equiv.]
-18,625
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
0,325
1370,661
1380,495
0,046
0,06
*Mass per unit area
m
Calculated using
116,2 [kg/m2]
40
POCP
3.3 CONSTRUCTION
DA04 bf
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,12
suitable
29,8
Rw
Ln,w
52
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
54,1
Thickness
Material
Thermal protection
min – max
Troughed sheet
A
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
D
E
200,0
F
G
100,0
H
60,0
0,130
50
470
1,600
D
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-14,961
0,338
1437,169
1391,289
0,048
0,063
*Mass per unit area
m
Calculated using
118,2 [kg/m2]
41
3.3 CONSTRUCTION
DA04 ag
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
fdmhbi01a-02
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
18,9
Rw
Ln,w
55
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
46,5
Thickness
Material
Thermal protection
min – max
Troughed sheet
A
c
EN 13501-1
7800
B
30,0
C
80,0
Counter-battening
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
D
E
180,0
F
0,130
50
500
A1
1,600
D
G
100,0
H
70,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-20,901
0,318
1317,098
1365,016
0,045
0,06
*Mass per unit area
m
Calculated using
102,7 [kg/m2]
42
3.3 CONSTRUCTION
DA04 bh
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
fdmhbi01a-03
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,12
suitable
18,9
Rw
Ln,w
55
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
51,1
Thickness
Material
Thermal protection
min – max
Troughed sheet
A
c
EN 13501-1
7800
B
30,0
C
80,0
Counter-battening
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
0,130
50
470
1,600
D
D
E
200,0
F
0,130
50
500
A1
1,600
D
G
100,0
H
70,0
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-17,237
0,331
1383,607
1375,81
0,047
0,062
*Mass per unit area
m
Calculated using
104,7 [kg/m2]
43
3.3 CONSTRUCTION
DA04 ai
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
fdmhbi01b-02
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,13
suitable
29,7
Rw
Ln,w
57
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
49,6
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
D
E
180,0
F
G
100,0
H
70,0
0,130
50
470
1,600
D
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-18,625
0,325
1370,661
1380,495
0,046
0,06
*Mass per unit area
m
116,2
Calculated using
[kg/m2]
44
3.3 CONSTRUCTION
DA04 bj
Designation: DA01
As of: 14. 12. 2010
- rear ventilated
fdmhbi01b-03
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,12
suitable
29,7
Rw
Ln,w
57
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
54,1
Thickness
Material
Thermal protection
A
min – max
Troughed sheet
c
EN 13501-1
7800
A1
B
30,0
0,130
50
500
1,600
D
C
80,0
Counter-battening
0,130
50
500
1,600
D
0,22
37
343
1,700
E
0,035
1
100
1,030
E
Synthetic underlay
0,22
4545
352
1,700
E
D
E
200,0
F
G
100,0
H
70,0
0,130
50
470
1,600
D
0,130
50
500
1,600
D
I
50,0
Mineral wool
0,040
1
18
1,030
A1
J
J
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-14,961
0,338
1437,169
1391,289
0,048
0,063
*Mass per unit area
m
118,2
Calculated using
[kg/m2]
45
3.3 CONSTRUCTION
DA05 aa
Designation: DA01
As of: 14. 12. 2010
FLAT ROOF - SOLID WOOD CONSTRUCTION
- not
rearrear
ventilated
ventilated
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,14
suitable
38,6
Rw
Ln,w
41
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
46,6
Thickness
Material
Thermal protection
A
1,5
min – max
Reinforced plastic membrane
(>1,7 kg/m2)
40.000
680
c
EN 13501-1
E
B
120,0
EPS
0,032
30-70
30
1200
E
C
100,0
EPS
0,038
30-70
30
1200
E
Synthetic underlay (sd=220m)
0,4
750.000
940
1,800
E
0,130
50
470
1,600
D
D
0,2
E
100,0
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-69,539
0,337
1485,866
1635,112
0,04
0,091
*Mass per unit area
m
Calculated using
55,7 [kg/m2]
46
3.3 CONSTRUCTION
DA05 bb
Designation: DA01
As of: 14. 12. 2010
FLAT
FLAT ROOF
ROOF -- SOLID
SOLIDWOOD
WOOD CONSTRUCTION
CONSTRUCTION
-- rear
not ventilated
rear ventilated
-- with
with services
services level
level
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,12
suitable
19,0
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
52,6
Thickness
Material
Thermal protection
A
1,5
min – max
(>1,7 kg/m2)
40.000
680
c
EN 13501-1
E
B
120,0
EPS
0,032
30-70
30
1200
E
C
100,0
EPS
0,038
30-70
30
1200
E
0,4
750.000
940
1,800
E
0,130
50
470
1,600
D
D
0,2
E
100,0
F
60,0
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
H
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-68,002
0,355
1585,201
1695,321
0,044
0,094
*Mass per unit area
m
Calculated using
72,9 [kg/m2]
47
3.3 CONSTRUCTION
DA05 ac
Designation: DA01
As of: 14. 12. 2010
FLAT
FLAT ROOF
ROOF -- SOLID
SOLID WOOD
WOOD CONSTRUCTION
CONSTRUCTION
-- not
ventilated
rearrear
ventilated
-- with
with services
services level
level
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,12
suitable
29,8
Rw
Ln,w
45
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
55,9
Thickness
Material
Thermal protection
A
2,5
min – max
(>1,7 kg/m2)
40.000
680
c
EN 13501-1
E
B
120,0
EPS
0,032
30-70
30
1200
E
C
100,0
EPS
0,038
30-70
30
1200
E
0,4
750.000
940
1,800
E
0,130
50
470
1,600
D
D
0,2
E
100,0
F
60,0
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
30,0
0,350
19
1200
1,200
A1
H
30,0
0,250
10
900
1,050
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-65,55
0,363
1642,355
1710,998
0,045
0,095
*Mass per unit area
m
Calculated using
86,4 [kg/m2]
48
3.3 CONSTRUCTION
DA05 bd
Designation: DA01
As of: 14. 12. 2010
FLAT
FLAT ROOF
ROOF -- SOLID
SOLID WOOD
WOOD CONSTRUCTION
CONSTRUCTION
-- rear
ventilated
not rear
ventilated
-- with
with services
services level
level
Fire protection
REI
60
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,12
suitable
18,9
Rw
Ln,w
49
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
52,9
Thickness
Material
Thermal protection
A
2,5
min – max
(>1,7 kg/m2)
40.000
680
c
EN 13501-1
E
B
120,0
EPS
0,032
30-70
30
1200
E
C
100,0
EPS
0,038
30-70
30
1200
E
0,4
750.000
940
1,800
E
0,130
50
470
1,600
D
D
0,2
E
100,0
F
70,0
on vibration damper
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
H
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-67,826
0,356
1588,793
1695,519
0,044
0,094
*Mass per unit area
m
Calculated using
72,9 [kg/m2]
49
3.3 CONSTRUCTION
DA05 ae
Designation: DA01
As of: 14. 12. 2010
not rear
ventilated
- rear
ventilated
Fire protection
REI
90
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,12
suitable
29,7
Rw
Ln,w
53
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
55,9
Thickness
Material
Thermal protection
A
2,5
min – max
(>1,7 kg/m2)
40.000
680
c
EN 13501-1
E
B
120,0
EPS
0,032
30-70
30
1200
E
C
100,0
EPS
0,038
30-70
30
1200
E
0,4
750.000
940
1,800
E
0,130
50
470
1,600
D
D
0,2
E
100,0
F
70,0
on vibration damper
0,130
50
500
1,600
D
G
50,0
Mineral wool
0,040
1
18
1,030
A1
H
H
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-65,55
0,363
1642,355
1710,998
0,045
0,095
*Mass per unit area
m
Calculated using
86,4 [kg/m2]
50
3.3 CONSTRUCTION
DA06 ba
Designation: DA01
As of: 14. 12. 2010
FLAT ROOF
ROOF -- SOLID
SOLIDWOOD
WOOD CONSTRUCTION
CONSTRUCTION
FLAT
not ventilated
rear ventilated
-- rear
without services
services level
level
-- without
Fire protection
REI
30
Thermal
insulation
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
0,14
suitable
38,6
Rw
Ln,w
57
–
Calculation by HFA
Noise insulation
Ecology*
OI3Kon
Calculation by IBO
47,6
Thickness
Material
Thermal protection
A
50,0
B
2,5
Gravel
min – max
0,700
(>1,7 kg/m2)
C
120,0
EPS
0,032
D
100,0
EPS
0,038
E
0,2
0,4
F
100,0
0,130
1
1500
40.000
680
30-70
30
c
EN 13501-1
1000
E
1200
E
30-70
30
1200
E
750.000
940
1,800
E
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-69,09
0,342
1494,172
1635,602
0,041
0,091
*Mass per unit area
m
Calculated using
145,7 [kg/m2]
51
3.3 CONSTRUCTION
DA06 ab
Designation: DA01
As of: 14. 12. 2010
- not
rearrear
ventilated
ventilated
Fire protection
REI
60
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
Thermal
insulation
Calculation by HFA
Noise insulation Rw
Ln,w
0,12
suitable
19,0
63
–
Ecology*
OI3Kon
Calculation by IBO
53,4
Thickness
Material
Thermal protection
A
50,0
B
2,5
Gravel
min – max
0,700
(>1,7 kg/m2)
1
1500
40.000
680
c
EN 13501-1
1000
E
C
120,0
EPS
0,032
30-70
30
1200
E
D
100,0
EPS
0,038
30-70
30
1200
E
0,4
750.000
940
1,800
E
0,130
50
470
1,600
D
E
0,2
F
100,0
G
60,0
on vibration damper
0,130
50
500
1,600
D
H
50,0
Mineral wool
0,040
1
18
1,030
A1
I
I
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-67,628
0,36
1592,122
1695,728
0,044
0,094
*Mass per unit area
m
Calculated using
162,9 [kg/m2]
52
3.3 CONSTRUCTION
DA06 bc
Designation: DA01
As of: 14. 12. 2010
- rear
ventilated
not rear
ventilated
Fire protection
REI
90
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
Thermal
insulation
Calculation by HFA
Noise insulation Rw
Ln,w
0,11
suitable
29,8
63
–
Ecology*
OI3Kon
Calculation by IBO
56,7
Thickness
Material
Thermal protection
Gravel
min – max
0,700
A
50,0
B
2,5
C
120,0
EPS
0,032
D
100,0
EPS
0,038
0,4
0,130
c
EN 13501-1
1
1500
40.000
680
30-70
30
1200
E
30-70
30
1200
E
750.000
940
1,800
E
50
470
1,600
D
(>1,7 kg/m2)
1000
E
E
0,2
F
100,0
G
60,0
on vibration damper
0,130
50
500
1,600
D
H
50,0
Mineral wool
0,040
1
18
1,030
A1
I
I
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-65,176
0,367
1649,276
1711,406
0,046
0,095
*Mass per unit area
m
Calculated using
176,4 [kg/m2]
53
3.3 CONSTRUCTION
DA06 ad
Designation: DA01
As of: 14. 12. 2010
FLAT
FLAT ROOF
ROOF -- SOLID
SOLID WOOD
WOOD CONSTRUCTION
CONSTRUCTION
-- not
ventilated
rearrear
ventilated
-- with
with services
services level
level
Fire protection
REI
60
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
Thermal
insulation
Calculation by HFA
Noise insulation Rw
Ln,w
0,11
suitable
18,9
65
–
Ecology*
OI3Kon
Calculation by IBO
53,7
Thickness
Material
Thermal protection
Gravel
min – max
0,700
A
50,0
B
2,5
C
120,0
EPS
0,032
D
100,0
EPS
0,038
0,4
0,130
c
EN 13501-1
1
1500
40.000
680
30-70
30
1200
E
30-70
30
1200
E
750.000
940
1,800
E
50
470
1,600
D
(>1,7 kg/m2)
1000
E
E
0,2
F
100,0
G
70,0
on vibration damper
0,130
50
500
1,600
D
H
50,0
Mineral wool
0,040
1
18
1,030
A1
I
I
15,0
15,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-67,451
0,361
1595,714
1695,927
0,045
0,094
*Mass per unit area
m
Calculated using
162,9 [kg/m2]
54
3.3 CONSTRUCTION
DA06 be
Designation: DA01
As of: 14. 12. 2010
not rear
ventilated
- rear
ventilated
Fire protection
REI
90
U[W/m2K]
Diffusion behaviour
mw,B,A [kg/m2]
Thermal
insulation
Calculation by HFA
Noise insulation Rw
Ln,w
0,11
suitable
29,7
65
–
Ecology*
OI3Kon
Calculation by IBO
56,7
Thickness
Material
Thermal protection
Gravel
min – max
0,700
680
30-70
30
1200
E
30-70
30
1200
E
750.000
940
1,800
E
50
470
1,600
D
0,130
50
500
1,600
D
C
120,0
EPS
0,032
D
100,0
EPS
0,038
0,4
0,130
on vibration damper
G
70,0
EN 13501-1
40.000
2,5
100,00
c
1500
50,0
B
F
1
A
E
(>1,7 kg/m2)
1000
E
H
50,0
Mineral wool
0,040
1
18
1,030
A1
I
I
30,0
30,0
0,350
0,250
19
10
1200
900
1,200
1,050
A1
A2
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-65,176
0,367
1649,276
1711,406
0,046
0,095
*Mass per unit area
m
Calculated using
176,4 [kg/m2]
55
NOTES
56
NOTES
57
NOTES
58
3.3 CONSTRUCTION
Sources
www.proholz.at
www.pefc.at
59
Tel.: +43 (0)6245 70500-556
Fax: +43 (0)6245 70500-127
British Gypsum
East Leake
Loughborough
Leicestershire
LE12 6HX
Solid timber manual
CONSTRUCTION CEILING
HOTLINES:
Tel.: +43 (0)6245 70500-556
Tel. +44 (0)884 800 1991
2
CONTENT
CONTENT
1.1.
Sustainability
1.2.
1.3.
Recycling
1.4.
Building physics
2.1.
Fire protection
2.2.
Noise insulation
2.3.
Thermal insulation
2.4.
Construction
3.1.
External wall
3.2.
3.3.
Roof
3.4.
Ceiling
Appendix
4.1.
4.2.
4.3.
Standards
4.4.
4.5.
Sources
Other
3
3.4 CONSTRUCTION
3.4 TYPES OF CEILING
25 British Gypsum dry floor construction
10 Impact sound insulation
60 British Gypsum leveling fill
130 BBS
DE01
Rw = 56 dB
Ln,w = 62 dB
REI 60
130 BBS
DE02 a, b
with suspended ceiling
Rw = 60 dB
Ln,w = 56 dB
REI 90
147 BBS
DE11
Rw = 56 dB
Ln,w = 60 dB
REI 60
147 BBS
DE12 a, b
with suspended ceiling
Rw = 60 dB
Ln,w = 54 dB
REI 90
- Constant load g: is the constant load without the self weight of
BBS in kN/m2
4
3.4 CONSTRUCTION
SCREED
20
British Gypsum dry floor construction
25
British Gypsum dry floor construction
50
Screed
10
Impact sound insulation
12
40
60
Bound chippings
60
Bound chippings
100
Bound chippings
DE03 a, c
DE05
Rw = 65 dB
Rw = 55 dB
DE07
Rw = 77 dB
Ln,w = 49 dB
Ln,w = 60 dB
Ln,w = 40 dB
REI 90
REI 60
REI 60
DE04 a, b, c, d
DE06 b, d
DE08
Rw = 74 dB
Rw = 78 dB
Rw = 77 dB
Ln,w = 47 dB
Ln,w = 38 dB
Ln,w = 37 dB
REI 90
REI 90
REI 90
DE13 a, c
DE15
DE17
Rw = 77 dB
Rw = 55 dB
Rw = 55 dB
Ln,w = 58 dB
Ln,w = 58 dB
Ln,w = 38 dB
REI 60
REI 60
REI 60
DE14 a, b, c, d
DE16 b, d
DE18
Rw= 74 dB
Rw = 78 dB
Rw = 77 dB
Ln,w = 45 dB
Ln,w = 36 dB
Ln,w = 35 dB
REI 90
REI 90
REI 90
5
3.4 CONSTRUCTION
Designation: DE01
As of: 14. 12. 2010
CEILING - SOLID WOOD CONSTRUCTION
- visible, dry
Fire protection
REI
60
0,50
U[W/m2K]
Diffusion behaviour
suitable
35,2
mw,B,A [kg/m2]
Thermal absorption capacity: 42,1 kg/m2
Calculation by HFA
Thermal
insulation
Noise insulation
56
62
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
-0,9
Thickness
Material
Thermal protection
A
25,0
B
10,0
C
60,0
D
E
130,0
Rigidur or Rigiplan screed element
min – max
c
EN 13501-1
0,350
19
1200
1,100
A1
(laminated or loose)
0,035
1
160
1,030
A2
British Gypsum leveling fill
0,130
2
460
1,000
A1
Trickle protection
0,200
423
636
0,000
E
Cross Laminated Timber BBS(5 layer)
0,130
50
470
1,600
D
Impact sound insulation MW-T
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-80,778
0,189
710,577
1543,783
0,028
0,045
*Mass per unit area
m
Calculated using
120,4 [kg/m2]
A supplement ofΔLn,w=2dB must be taken into account for Rigiplan screed elements.
6
3.4 CONSTRUCTION
Designation: DE02 a
As of: 14. 12. 2010
- suspended, dry
Fire protection
REI
90
0,24
U[W/m2K]
Diffusion behaviour
suitable
15,1
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
55
58
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
12,2
Thickness
Material
Thermal protection
A
25,0
B
10,0
C
60,0
D
min – max
c
EN 13501-1
0,350
19
1200
1,100
A1
0,035
1
160
1,030
A2
0,130
2
460
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
130,0
F
95,0
British Gypsum direct hanger with CD 60/27
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
15,0
0,250
10
800
1,050
A2
H
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-71,958
0,231
893,158
1570,379
0,034
0,052
*Mass per unit area
m
Calculated using
135,3 [kg/m2]
7
3.4 CONSTRUCTION
Designation: DE02 b
As of: 14. 12. 2010
- suspended, dry
Fire protection
REI
90
0,24
U[W/m2K]
Diffusion behaviour
suitable
27,3
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
60
56
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
15,3
Thickness
Material
Thermal protection
A
25,0
B
10,0
C
60,0
D
min – max
c
EN 13501-1
0,350
19
1200
1,100
A1
0,035
1
160
1,030
A2
0,130
2
460
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
130,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
30,0
British Gypsum fire protection board RF (2x15 mm)
0,250
10
800
1,050
A2
H
30,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-69,653
0,237
947,378
1585,905
0,036
0,053
*Mass per unit area
m
Calculated using
148,8 [kg/m2]
8
3.4 CONSTRUCTION
Designation: DE03 a
As of: 14. 12. 2010
- visible, dry
Fire protection
REI
60
0,63
U[W/m2K]
Diffusion behaviour
suitable
34,2
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
55
60
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
-1,1
Thickness
Material
Thermal protection
min – max
A
20,0
0,350
19
B
10,0
Impact sound insulation WF-T (aufkaschiert)
0,040
C
60,0
Bound chippings
0,700
Trickle protection
D
E
130,0
c
EN 13501-1
1200
1,100
A1
3-5
200
2,100
E
2
1500
1,000
A1
0,200
423
636
0,000
E
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-83,341
0,189
718,477
1577,853
0,027
0,042
*Mass per unit area
m
Calculated using
177,2 [kg/m2]
9
3.4 CONSTRUCTION
Designation: DE03 c
As of: 14. 12. 2010
- visible, dry
Fire protection
REI
60
0,61
U[W/m2K]
Diffusion behaviour
suitable
34,3
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
55
60
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
-0,9
Thickness
Material
Thermal protection
A
20,0
B
10,0
C
60,0
D
E
130,0
min – max
c
EN 13501-1
0,350
19
1200
1,100
A1
0,035
1
160
1,030
A2
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-80,778
0,189
710,577
1543,783
0,028
0,045
*Mass per unit area
m
Calculated using
176,8 [kg/m2]
10
3.4 CONSTRUCTION
Designation: DE04 a
As of: 14. 12. 2010
- suspended, dry
gdmtxa01a-01
Fire protection
REI
90
0,27
U[W/m2K]
Diffusion behaviour
suitable
15,1
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
65
49
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
12,0
Thickness
Material
Thermal protection
min – max
A
20,0
0,350
19
B
10,0
Impact sound insulation WF-T (laminated)
0,040
C
60,0
Bound chippings
0,700
Trickle protection
D
c
EN 13501-1
1200
1,100
A1
3-5
200
2,100
E
2
1500
1,000
A1
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
130,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
15,0
0,250
10
800
1,050
A2
H
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-74,521
0,231
901,058
1604,449
0,034
0,049
*Mass per unit area
m
Calculated using
192,1 [kg/m2]
11
3.4 CONSTRUCTION
Designation: DE04 b
As of: 14. 12. 2010
- suspended, dry
tdmtxa01b-01
Fire protection
REI
90
0,27
U[W/m2K]
Diffusion behaviour
suitable
27,3
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
74
47
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
15,1
Thickness
Material
Thermal protection
min – max
A
20,0
0,350
19
B
10,0
0,040
C
60,0
Bound chippings
0,700
Trickle protection
D
c
EN 13501-1
1200
1,100
A1
3-5
200
2,100
E
2
1500
1,000
A1
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
130,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
30,0
0,250
10
800
1,050
A2
H
30,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-72,216
0,237
955,278
1619,975
0,035
0,049
*Mass per unit area
m
Calculated using
205,6 [kg/m2]
12
3.4 CONSTRUCTION
Designation: DE04 c
As of: 14. 12. 2010
- suspended, dry
gdmtxa01a-00
Fire protection
REI
90
0,27
U[W/m2K]
Diffusion behaviour
suitable
15,1
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
65
49
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
12,2
Thickness
Material
Thermal protection
A
20,0
B
10,0
C
60,0
D
min – max
c
EN 13501-1
0,350
19
1200
1,100
A1
0,035
1
160
1,030
A2
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
130,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
15,0
0,250
10
800
1,050
A2
H
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-71,958
0,231
893,158
1570,379
0,034
0,052
*Mass per unit area
m
Calculated using
191,7 [kg/m2]
13
3.4 CONSTRUCTION
Designation: DE04 d
As of: 14. 12. 2010
- suspended, dry
tdmtxa01b-00
Fire protection
REI
90
0,26
U[W/m2K]
Diffusion behaviour
suitable
27,3
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
74
47
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
15,3
Thickness
Material
Thermal protection
A
20,0
B
10,0
C
60,0
D
min – max
c
EN 13501-1
0,350
19
1200
1,100
A1
0,035
1
160
1,030
A2
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
130,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
30,0
0,250
10
800
1,050
A2
H
30,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-69,653
0,237
947,378
1585,905
0,036
0,053
*Mass per unit area
m
Calculated using
205,2 [kg/m2]
14
3.4 CONSTRUCTION
Designation: DE05
As of: 14. 12. 2010
- visible, dry
Fire protection
REI
60
0,60
U[W/m2K]
Diffusion behaviour
suitable
34,3
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
55
60
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
-0,4
Thickness
Material
Thermal protection
A
min – max
25,0
0,350
19
B
12,0
Impact sound insulation MW-T [s' ≤ 40 MN/m3]
0,040
C
60,0
Bound chippings
0,700
Trickle protection
D
E
130,0
c
EN 13501-1
1200
1,200
A1
1-2
160
0,840
A2
2
1500
1,000
A1
0,200
423
636
0,000
E
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-80,45
0,191
715,237
1544,073
0,028
0,046
*Mass per unit area
m
Calculated using
183,1 [kg/m2]
15
3.4 CONSTRUCTION
Designation: DE06 b
As of: 14. 12. 2010
- suspended, dry
Fire protection
REI
90
0,27
U[W/m2K]
Diffusion behaviour
suitable
15,1
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
78
38
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
12,7
Thickness
Material
Thermal protection
A
25,0
MN/m3]
min – max
0,350
19
c
EN 13501-1
1200
1,200
A1
B
12,0
Impact sound insulation MW-T [s' ≤ 40
0,040
1-2
160
0,840
A2
C
60,0
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
D
E
130,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
15,0
0,250
10
800
1,050
A2
H
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-71,63
0,233
897,818
1570,669
0,035
0,053
*Mass per unit area
m
Calculated using
198,0 [kg/m2]
16
3.4 CONSTRUCTION
Designation: DE06 d
As of: 14. 12. 2010
- suspended, dry
tdmtxa01b-02
Fire protection
REI
90
0,26
U[W/m2K]
Diffusion behaviour
suitable
27,3
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
78
38
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
15,8
Thickness
Material
Thermal protection
A
25,0
MN/m3]
min – max
0,350
19
c
EN 13501-1
1200
1,200
A1
B
12,0
0,040
1-2
160
0,840
A2
C
60,0
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
D
E
130,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
30,0
0,250
10
800
1,050
A2
H
30,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-69,325
0,239
952,038
1586,195
0,036
0,054
*Mass per unit area
m
Calculated using
211,5 [kg/m2]
17
3.4 CONSTRUCTION
Designation: DE07
As of: 14. 12. 2010
- visible, wet
tdmnxs01-00
Fire protection
REI
60
0,39
U[W/m2K]
Diffusion behaviour
suitable
34,2
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
77
40
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
11,7
Thickness
Material
Thermal protection
A
50,0
B
40,0
C
100,0
D
E
130,0
Screed
[s'=6MN/m3]
min – max
1,330
50-100
c
EN 13501-1
2000
1,080
A1
0,035
1
80
1,030
A2
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-60,202
0,24
780,815
1465,253
0,036
0,062
*Mass per unit area
m
Calculated using
314,4 [kg/m2]
18
3.4 CONSTRUCTION
Designation: DE08
As of: 14. 12. 2010
- suspended, wet
Fire protection
REI
90
0,22
U[W/m2K]
Diffusion behaviour
suitable
15,1
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
77
37
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
24,7
Thickness
Material
Thermal protection
A
50,0
B
40,0
C
100,0
D
Screed
[s'=6MN/m3]
min – max
1,330
50-100
c
EN 13501-1
2000
1,080
A1
0,035
1
80
1,030
A2
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
130,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
15,0
0,250
10
800
1,050
A2
H
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-51,382
0,281
963,395
1491,848
0,043
0,069
*Mass per unit area
m
Calculated using
329,3 [kg/m2]
19
3.4 CONSTRUCTION
Designation: DE11
As of: 14. 12. 2010
- visible, dry
Fire protection
REI
90
0,47
U[W/m2K]
Diffusion behaviour
suitable
35,1
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
56
60
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
2,0
Thickness
Material
Thermal protection
A
25,0
B
10,0
C
60,0
D
E
147,0
min – max
c
EN 13501-1
0,350
19
1200
1,100
A1
0,035
1
160
1,030
A2
0,130
2
460
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-91,048
0,208
775,058
1721,521
0,031
0,05
*Mass per unit area
m
Calculated using
128,4 [kg/m2]
20
3.4 CONSTRUCTION
Designation: DE12 a
As of: 14. 12. 2010
- suspended, dry
Fire protection
REI
90
0,24
U[W/m2K]
Diffusion behaviour
suitable
15,1
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
55
60
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
15,1
Thickness
Material
Thermal protection
A
25,0
B
10,0
C
60,0
D
min – max
c
EN 13501-1
0,350
19
1200
1,100
A1
0,035
1
160
1,030
A2
0,130
2
460
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
147,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
15,0
0,250
10
800
1,050
A2
H
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-82,229
0,249
957,638
1748,117
0,037
0,057
*Mass per unit area
m
Calculated using
143,3 [kg/m2]
21
3.4 CONSTRUCTION
Designation: DE12 b
As of: 14. 12. 2010
- suspended, dry
Fire protection
REI
90
0,23
U[W/m2K]
Diffusion behaviour
suitable
27,3
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
60
54
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
18,2
Thickness
Material
Thermal protection
A
25,0
B
10,0
C
60,0
D
min – max
c
EN 13501-1
0,350
19
1200
1,100
A1
0,035
1
160
1,030
A2
0,130
2
460
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
147,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
30,0
0,250
10
800
1,050
A2
H
30,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-79,924
0,256
1011,858
1763,643
0,038
0,057
*Mass per unit area
m
Calculated using
156,8 [kg/m2]
22
3.4 CONSTRUCTION
Designation: DE13 a
As of: 14. 12. 2010
- visible, dry
Fire protection
REI
90
0,58
U[W/m2K]
Diffusion behaviour
suitable
34,7
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
55
58
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
1,8
Thickness
Material
Thermal protection
min – max
A
20,0
0,350
19
B
10,0
0,040
C
60,0
Bound chippings
0,700
Trickle protection
D
E
147,0
c
EN 13501-1
1200
1,100
A1
3-5
200
2,100
E
2
1500
1,000
A1
0,200
423
636
0,000
E
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-91,048
0,208
775,058
1721,521
0,031
0,05
*Mass per unit area
m
Calculated using
185,2 [kg/m2]
23
3.4 CONSTRUCTION
Designation: DE13 c
As of: 14. 12. 2010
- visible, dry
Fire protection
REI
90
0,57
U[W/m2K]
Diffusion behaviour
suitable
34,7
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
55
58
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
2,0
Thickness
Material
Thermal protection
A
20,0
B
10,0
C
60,0
D
E
147,0
min – max
c
EN 13501-1
0,350
19
1200
1,100
A1
0,035
1
160
1,030
A2
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-91,048
0,208
775,058
1721,521
0,031
0,05
*Mass per unit area
m
Calculated using
188,8 [kg/m2]
24
3.4 CONSTRUCTION
Designation: DE14 a
As of: 14. 12. 2010
- suspended, dry
gdmtxa01a-03
Fire protection
REI
90
0,26
U[W/m2K]
Diffusion behaviour
suitable
15,1
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
65
47
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
14,9
Thickness
Material
Thermal protection
min – max
A
20,0
0,350
19
B
10,0
0,040
C
60,0
Bound chippings
0,700
Trickle protection
D
c
EN 13501-1
1200
1,100
A1
3-5
200
2,100
E
2
1500
1,000
A1
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
147,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
15,0
0,250
10
800
1,050
A2
H
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-84,792
0,249
965,538
1782,187
0,036
0,053
*Mass per unit area
m
Calculated using
200,1 [kg/m2]
25
3.4 CONSTRUCTION
Designation: DE14 b
As of: 14. 12. 2010
- suspended, dry
tdmtxa01b-03
Fire protection
REI
90
0,26
U[W/m2K]
Diffusion behaviour
suitable
27,3
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
74
45
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
18,0
Thickness
Material
Thermal protection
min – max
A
20,0
0,350
19
B
10,0
0,040
C
60,0
Bound chippings
0,700
Trickle protection
D
c
EN 13501-1
1200
1,100
A1
3-5
200
2,100
E
2
1500
1,000
A1
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
147,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
30,0
0,250
10
800
1,050
A2
H
30,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-82,487
0,256
1019,758
1797,713
0,038
0,054
*Mass per unit area
m
Calculated using
213,6 [kg/m2]
26
3.4 CONSTRUCTION
Designation: DE14 c
As of: 14. 12. 2010
- suspended, dry
gdmtxa01a-00
Fire protection
REI
90
0,26
U[W/m2K]
Diffusion behaviour
suitable
15,1
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
65
47
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
15,1
Thickness
Material
Thermal protection
A
20,0
B
10,0
C
60,0
D
min – max
c
EN 13501-1
0,350
19
1200
1,100
A1
0,035
1
160
1,030
A2
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
147,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
15,0
0,250
10
800
1,050
A2
H
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-82,229
0,249
957,638
1748,117
0,037
0,057
*Mass per unit area
m
Calculated using
199,7 [kg/m2]
27
3.4 CONSTRUCTION
Designation: DE14 d
As of: 14. 12. 2010
- suspended, dry
tdmtxa01b-03
Fire protection
REI
90
0,26
U[W/m2K]
Diffusion behaviour
suitable
27,3
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
74
45
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
18,2
Thickness
Material
Thermal protection
A
20,0
B
10,0
C
60,0
D
min – max
c
EN 13501-1
0,350
19
1200
1,200
A1
0,035
1
160
1,030
A2
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
147,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
30,0
0,250
10
800
1,050
A2
H
30,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-79,924
0,256
1011,858
1763,643
0,038
0,057
*Mass per unit area
m
Calculated using
213,2 [kg/m2]
28
3.4 CONSTRUCTION
Designation: DE15
As of: 14. 12. 2010
- visible, dry
Fire protection
REI
90
0,56
U[W/m2K]
Diffusion behaviour
suitable
34,7
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
55
58
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
2,5
Thickness
Material
Thermal protection
A
25,0
MN/m3]
min – max
0,350
19
c
EN 13501-1
1200
1,200
A1
B
12,0
0,040
1-2
160
0,840
A2
C
60,0
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
D
E
147,0
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-90,72
0,21
779,718
1721,811
0,031
0,051
*Mass per unit area
m
Calculated using
191,1 [kg/m2]
29
3.4 CONSTRUCTION
Designation: DE16 b
As of: 14. 12. 2010
- suspended, dry
Fire protection
REI
90
0,26
U[W/m2K]
Diffusion behaviour
suitable
15,1
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
78
36
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
15,6
Thickness
Material
Thermal protection
A
25,0
MN/m3]
min – max
0,350
19
c
EN 13501-1
1200
1,200
A1
B
12,0
0,040
1-2
160
0,840
A2
C
60,0
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
D
E
147,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
15,0
0,250
10
800
1,050
A2
H
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-81,901
0,251
962,298
1748,407
0,037
0,058
*Mass per unit area
m
Calculated using
206,0 [kg/m2]
30
3.4 CONSTRUCTION
Designation: DE16 d
As of: 14. 12. 2010
- suspended, dry
tdmtxa01b-05
Fire protection
REI
90
0,25
U[W/m2K]
Diffusion behaviour
suitable
27,3
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
78
36
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
18,6
Thickness
Material
Thermal protection
A
25,0
MN/m3]
min – max
0,350
19
c
EN 13501-1
1200
1,200
A1
B
12,0
0,040
1-2
160
0,840
A2
C
60,0
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
D
E
147,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
30,0
0,250
10
800
1,050
A2
H
30,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-79,596
0,258
1016,518
1763,933
0,039
0,058
*Mass per unit area
m
Calculated using
219,5 [kg/m2]
31
3.4 CONSTRUCTION
Designation: DE17
As of: 14. 12. 2010
- visible, wet
tdmnxs01a-01
Fire protection
REI
90
0,37
U[W/m2K]
Diffusion behaviour
suitable
34,7
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
77
38
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
14,5
Thickness
Material
Thermal protection
A
50,0
B
40,0
C
100,0
D
E
147,0
Screed
[s'=6MN/m3]
min – max
1,330
50-100
c
EN 13501-1
2000
1,080
A1
0,035
1
80
1,030
A2
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-70,472
0,258
845,296
1642,991
0,039
0,067
*Mass per unit area
m
Calculated using
322,4 [kg/m2]
32
3.4 CONSTRUCTION
Designation: DE18
As of: 14. 12. 2010
- suspended, wet
Fire protection
REI
90
0,21
U[W/m2K]
Diffusion behaviour
suitable
15,1
mw,B,A [kg/m2]
Calculation by HFA
Thermal
insulation
Noise insulation
77
35
Rw
Ln,w
Ecology*
OI3Kon
Calculation by IBO
27,6
Thickness
Material
Thermal protection
A
50,0
B
40,0
C
100,0
D
Screed
[s'=6MN/m3]
min – max
1,330
50-100
c
EN 13501-1
2000
1,080
A1
0,035
1
80
1,030
A2
Bound chippings
0,700
2
1500
1,000
A1
Trickle protection
0,200
423
636
0,000
E
0,130
50
470
1,600
D
E
147,0
F
95,0
G
75,0
Mineral wool
0,040
1
18
1,030
A1
H
15,0
0,250
10
800
1,050
A2
H
15,0
0,350
19
1200
1,200
A1
GWP
AP
PEIne
PEIe
EP
POCP
[kg CO2 Equiv.]
[kg SO2 Equiv.]
[MJ]
[MJ]
[kg PO4 Equiv.]
[kg C2 H4 Equiv.]
-61,652
0,3
1027,876
1669,586
0,045
0,074
*Mass per unit area
m
Calculated using
337,3 [kg/m2]
33
NOTES
34
3.4 CONSTRUCTION
Sources
Ceilingnkonstruktionen für den mehrgeschossigen Holzbau, Holzforschung Austria, Wien
www.proholz.at
www.pefc.at
35
Tel.: +43 (0)6245 70500-556
Fax: +43 (0)6245 70500-127
British Gypsum
East Leake
Loughborough
Leicestershire
LE12 6HX
4. APPENDIX
4. APPENDIX
4.1. European construction materials directive
❙ ÖNORM B 3415: Gypsum plasterboards and gypsum plasterboards systems - Rules of planning and use
The purpose of European standardisation is to ensure that
❙ ÖNORM DIN 18182: Accessories for use with gypsum pla-
all construction products traded freely meet clearly defined
sterboards
criteria with regards to their intended use and are identified
❙ SIA Standar V 24212, 242.201-204-301-503
accordingly with the CE mark. It should therefore be ensured
❙ EN 13581-2: Fibre-reinforced plasterboard
within the scope of national standards and legislation that
these construction products are used and installed in accor-
4.4. Test certificates and approvals
dance with their intended purpose. The construction product directive concerns products that are installed in buil-
Certified structures are described in certificates and appro-
dings as permanent fixtures and contribute towards the
val documents in the form of illustrated descriptions. The
fulfilment of an essential requirement (e. g. fire protection,
materials listed for each system solution are binding and
noise protection, mechanical resistance and stability) in
cannot be replaced by other or similar materials. It is not
buildings.
possible to provide an in-depth explanation of the details in
this brochure. The following therefore applies: The corre-
For detailed information see www.dibt.de or www.oib.or.at.
sponding certificate, inspection report or approval document should be consulted in conjunction with the imple-
4.2. Building regulations
mentation of any design contained herein. The use of different components may be possible in certain cases. Please
Building regulations basically remain unaffected by changes
to European standards. References to changed standards
need to be updated in the course of document revision.
However, their essential content - i.e. regulations in the
sense of amendments to applicable standards and requirements for implementation - remains intact.
4.3. Standards
❙ EN 1991: Actions on structures (EUROCODE 1)
❙ EN 1995: Design of timber structures (EUROCODE 5)
❙ EN 1998: Design of structures for earthquake resistance
(EUROCODE 8)
❙ DIN 1052: Design of timber structures
❙ DIN 4074: Strength grading of wood
❙ EN 338: Structural timber - Strength classes
❙ EN 13501: Fire classification of construction products and
building elements
❙ ÖNORM B 8115: Sound insulation and room acoustics in
building construction
❙ ÖNORM B 2320: Wooden residential houses
❙ DIN 18180: Gypsum plasterboards
❙ DIN 18181: Gypsum plasterboards for building construction - Application
❙ DIN 18182: Accessories for use with gypsum plasterboards
❙ ÖNORM B 3410: Plasterboards for dry construction systems
contact our Technical Service department.
4. APPENDIX
4.5. Sources
www.proholz.at
www.pefc.at

Solid Timber Manual

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